Home

Geo 5 - User's Guide © Fine Ltd. 2007 - 4M-VK

1. Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Spread footing These characteristics are further specified in chapters Uplift pressure Foundation bearing capacity and Settlement Geo 5 Spread floating E Helpa Gest Gene a Dee oe m RDR Aa 0 R OOS Shaye H oor o gt Z i Chase 1 Ali sand ass Fa Sady clay Buk a Angie af intern friction Cohen of D Corrs EFR N Crai of structural etrength Buk weight of saturn nd Frame Soils 159 Geo 5 User s Guide Fine Ltd 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein cea 5 Spread foating E Helpa celem oa Pi Eo input Ante Pehoee Opti Ho DM oe RZA O OOS Stage censtrection lt Z i E Pro ia ZS Sas Bo ara H Poundatan Lra iz rair h gabai GT Matrial E ETER gy Waker A Ta mm E Ls Ej mi s Ej Ceraraionny Frame Assign Foundation The Fo
2. 236 Geo 5 User s Guide Fine Ltd 2007 af Move e moves the current view in an arbitrary direction to proceed move mouse in the desired location while keeping the left mouse button pressed Zoom in e scales up the desktop view while keeping location of the point under the axis cross unchanged this action is repeated using the left mouse button the right button leaves the zooming mode Zoom out e scales down the desktop view while keeping location of the point under the axis cross unchanged this action is repeated using the left mouse button the right mouse button leaves the zooming mode rT Text selection e allows for selecting the text under the axis cross to proceed move mouse over the desired text while keeping the left mouse button pressed Full page e modifies the page size such that the entire page in the dialogue window is visible Page width e fits the page to maximum width of the document dialogue window Setting header and footer The dialogue window serves to define properties of the document header and footer The print header footer check box determines whether to print the document header footer Header and footer lines may contain an arbitrary text and inserted objects implicitly defined by the program These objects receive program information such as e fromthe Company data dialogue window company name logo address e from the Project frame name and task description author e
3. Geo 5 User s Guide Fine Ltd 2007 Geo 5 Abetment E Frapan Files ik ME Wo Siem LEH paa Pi Edi Irga Aneto Pete Seto Hep DH oe 2 BDR AO O P OOS Stage H censtrections dp ZZ i 2 a Terre ey es JE suchas off FF resistance E ipede MDM BA Cote 4 80 JE Settings sal m PPT P Erterdras length Z id che iii Total Lest of pacha Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in base of footing joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z axis The ground water
4. Reduction coeff of spec weight in front of constr 1 00 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability oF construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task The wall is loaded either by active pressure or pressure at rest depending on input in the frame Setting Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted in the Setting visualization style dialogue window Geo 5 Cantl eve Well C He puaa Gest am peska pari J mz Pi Edi irp Aneto Pichoee Optio Ho DOM URL m BAR A PODAT Stage H censtrection oP 2 i o Qnn ACCEPTABLE i2 FH ACCEPTABLE POLE Frame Verification Bearing capacity 103 Geo 5 User s Guide Fine Ltd 2007 The Bearing capacity frame displays the results from the analysis of foundation soil b
5. Stability Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Gabion program Fi dean iy Of Hopre Lahem wall Pile Edt Input Pichu Batej Hep bah maj OOOt Contracts age Ge i Geo 5 User s Guide Fine Ltd 2007 Frame Stability Program Patky Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet further serves to specify a standard fornormy se concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame Only ACI standard is available when selecting imperial units While selecting standard it is also necessary to specify whether the stress in the foundation joint used for verification of a wall front key is assumed uniform CSN or trapezoidal Eurocode T
6. The Accept current button accepts the current cross sectional characteristics of a cross section specified in the New section dialogue window and opens the New catalogue item dialogue window that allows for modifying and saving the current cross section Users catalogue D HelpWata Geo5 Catalopue_1 cat Catalogue operation i New Ga Open Save 5 Export TXT Cross section description aami C Ewe cme f ems New catalogue item Eg Modify Ware Own section 1 Remove Cross section area A 3 00E 01 m m Moment of inertia I 2 2oE 03 m4m Modulus of elasticity E esU00 00 MPa Shear modulus g 11940 00 MPa E Add k Cancel W Select x Cancel Dialogue windows User catalogue and New catalogue item Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein 65 Geo 5 User s Guide Fine Ltd 2007 T Geo 5 Sheet ap check DWH Oats Geo Sess polls Sheeting_gart_Jiee2 Pi Edi Input Finem Peehoee Opti Hl DOM oe REAQOetOoOOoss Stage H censtrection op 22 i hemu PS Gary pai hgh cr ry hihi ple lees T reny z Frame Assign Excavation The Excavation frame serves to input th
7. 1 00 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability oF construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different design coefficients of resultant force effects can be carried out for a single task Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted in the Setting visualization style dialogue window Ei Geo 5 Gal On well 0 Help Wats Gest peska pari WF 28 17 2004 pe Pi Edi Irga Aneto Pichu Optio Ho Cee oe RA 0 P OOS Sage H e lt Z i JK In rat ACCEPT ABLE Bm ACCEPT ARE ei skl Frame Verification Bearing capacity The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cas
8. IF Gea 5 Hiock well E HelpWlais pes Hanmi peska parni WW 4 11 A004 saz Pi Edi Input Aneto Fichurmu pim Ho D FH oe RZA O OOO k Stage censtrection lt Z i db Promt Car E rroia Sas BA anig d Tira z Mater J Surcharge PP ramiab rca R appiedtorco H rtu ja tinge Ed t i dn Bae cap El Cerarsionny aif ably B A n Bl Al mm Chart of prs Tehn Lar o Erterdras ler Frame Terrain Water The Water frame allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters A h can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in foundation joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at
9. from the previous stage of construction The anchor stiffness becomes effective in subsequent stages of construction In subsequent Stages the anchor can no longer be edited The only action available is the change of anchor pre stress force Note The program does not check the anchor bearing capacity against breakage I Geo 5 Sheet ap Check DOU ete Ge THa a eina ar tome Pi Ect Input Anat Fiara Option Hala Cee oe me aot ODO se Stage H cencirection o gt EE i jz Pramc Poa ecto la tae tae tae eae ee bd be Modulus kh Aa Sala J CAT BA Amin T Eewa Teran z Waber A Surcharge GG rrim actors E Prag Supports H rez fg Sting ES ira BJ Fis zisky ft Buber shabiliny CE Eros Frame Anchors Props The Props frame contains a table with a list inputted props Adding editing props is performed in the New prop Edit prop dialogue window The inputted props can also be edited on the desktop with the help of active dimensions or active objects respectively You are asked to input the prop location its length and parameters needed to determine the prop stiffness cross sectional area modulus of elasticity The prop is introduced automatically on already deformed structure obtained from the previous stage of construction In subsequent stages the props can no longer be edited The only action available is the change of prop stiffness Note The program does not check the prop bearin
10. fs Geo 5 Sheciing check Do WHeio ete Geo Hama ulk Sheeting pari Iaa Pi Edi input Aneto Ficburen Options Hap Cee DY me Rage OOS Sage H a o gt Eo i i innost Factor of horiron z Cor hon Factor cd arty ad cake son input pt of application oF kalar NECH F liess neater T Free Frame Earthauake Setting 73 Geo 5 User s Guide Fine Ltd 2007 The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 The Other tab sheet contains setting for minimum dimensioning pressure and setting of parameters of internal stability of a structure The program Sheeting check is useful particularly when modeling real behavior of a structure consequently we recommend the analysis to be performed without reduction of input characteristics of soils Standard setting x x Pre
11. n v on voy im n j n P ae n ty Rai p n chee pci i une ee ee Leases rohem kr wcll Program Abutment Project 201 Geo 5 User s Guide Fine Ltd 2007 The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Project tab sheet further serves to specify a standard for concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame Only ACI standard is available when selecting Imperial units While selecting standard it is also necessary to specify whether the stress in the foundation joint used for verification of a wall front key is assumed uniform CSN or trapezoidal Eurocode The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem x Project Earth pressure Project Task Bridge Svratka I Part part I III Descript Abutment n part I Customer BellTrade Ltd Author James Baker Date 16 9 2006 Desig
12. r s Guide for drawing objects which are specified in the related input regime The Global tab sheet defines the settings common to all input regimes background color color of elements to be deleted or modification and style of drawing of inactive elements Fine Ltd 2007 The program implicitly contains two standard settings of styles and c olors particularly for black or white background The setting can be modified in combo list on the tool bar User setting can be defined i e the user can specify its own style of drawing and store that style with the help of button on the tool bar into the Style manager Dialogue window Setting visualization style global setting Setting visualization style Black background hi F Global 1D f Geometry Profile Soils and assignment Terrain z Draw inactive elements gray scale isd tem m Flat Desktop Pi Background w LOOO ba Marked For diletion a Marked For modification W The following picture shows an example of a tab sheet for setting the plot in the regime Water Individual columns of the table contain moving from the left ltem Active Inactive Desktop Pictures Line type Thickness Setting visualiz Black background Global Global 1D Geometry Profile Sols and assignment Terrain Water Surcharge Resist on Pr face Inpu Tk m Water tables Dimensions Gradien
13. Base anchorage The frame Base anchorage serves to input parameters anchorage geometry bearing capacity against pulling out and pulling apart specifying an anchorage of the wall foundation Geometry of footing anchorage can be edited either in the frame by inserting values in the inputting boxes or on the desktop with the help of active dimensions The bearing capacity values can be either inputted or computed by the program from the inputted parameters 101 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Unie ze T Gel plas Gee eray Heels siln beet A puz ube liper Dude eee Ctr cky Hmutawur A Dee oe 2 MBR A O P ODE Fize hei lt EE i JI Garratru GT Marii E Fron dk Da a AW aren TF Ectwmr sikh Z hebeni LI Pamaca LI Lire 1 Cerarcace i iakma bobas Miadi if Tabita raira Lincenaat na pro Arriadaricat zm 180 m Tada E pia Hirahdly hm 200 m P idat cbr Prine vrtu d DIO n d EED rm Kobvan sikimi z konn vrii aoe r ma ra Urram na vydra n zrn nky Paii Papi Eimi ow acl Brei zm Pa Shape bezpo n sti m 10 Frame Base anchorage Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While
14. Ize zadat libovoln nastaven v po tu Jestli e vybereme mo nost Redukce parametr zemin Ize ve vstupn ch pol ch zad vat jednotliv hodnoty sou initel redukce parametr zemin nap doporu en hodnoty sou initel podle EC7 x E xi Posouzeni zdi Sou initel redukce parametr zemin Mastawen v po tu U ivatelsk w Sou initel redukce hlu vnitrniho t eni Imp 1 00 Stupe bezpe nosti Sou initel redukce soudr nosti Tne 1 00 fe Mezn stavy Sou initel redukce Poissonova isla mu 1 00 sou initel redukce objemov thy za konstr Y 1 00 sou initel redukce objemov tihy p ed konstr 1 00 Sou initel rn redukuje tangentu hlu vnitFniho t eni Sou initel celkov stability Sou initel celkov stability konstrukce R m Nastaven Posouzen V r mu Posouzen jsou zobrazeny v sledky v po tu Pro jednu zadanou lohu Ize prov st vice v po t a to s r zn mi v po tov mi koeficienty v sledn ch silov ch ink Postup vlastn ho posouzen zdi je pops n v teoretick sti n pov dy Spo ten s ly jsou zobrazeny na desktopu a aktualizuj se okam it p i jak koliv zm n dat a nastaven v r mu V prav sti r mu se zobrazuje v sledek posouzen zdi na p eklopen a posunut Tla tko Podrobn otev r dialogov okno kter obsahuje detailn v pis v sledk posouzen Zobrazen
15. e Verification of closure wall e Verification wing the surface surcharge due to terrain is inputted for abutment actual analysis we refer to section Wings The abutment is loaded either by active pressure or pressure at rest depending on the input specified in the frame Settting an active earth pressure is used when analysing wing walls Procedure to derive distribution of internal forces in individual cross sections is described in the theoretical part of this hint Dimensioning of the steel reinforced concrete structure is performed according to the Standard set in the frame Project Verification analysis based on the standard CSN 73 6206 Design of concrete and steel reinforced concrete bridge structures is described herein Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be specified The resulting forces are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window Geo 5 Abetment Ce reeram Files PE Sheed LEH pa Pi Edi Irga Aneto Fkiums Sethe ho DHM URL m BA AUS PODAT Stage H censtrections Gp ZZ 1 z ul menasi Paci FReree Jm J M Bin dete 1 Placa of chru M
16. kresby Ize m nit v dialogov m okn Nastaven stylu zobrazen 199 Geo 5 User s Guide Fine Ltd 2007 a Pelabon z d LH 10_2005_pe_tretiviata GEO hub Ups Teed HPE Obrir Bask Hipa Dee pU E B zage OTS F ze korai Gp ZZ i nosnost Podobne YEHOAUJE 4 al VHRR esl Ram Posouzen V r mu nosnost jsou zobrazeny v sledky v po tu nosnosti z kladov p dy Nap t v z kladov sp e p edpokl d se konstantn je spo teno ze v ech posouzen proveden ch v r mu Posouzen Do programu Patky se jednotliv posouzen p evezmou jako zat ovac stavy R m obsahuje t i z kladn volby v po tu e Zadat nosnost z kladov p dy e o Po tat nosnost z kladov p dy programem Patky e Nepocitat z klad na pilot ch V zad vac m poli se zad v nosnost z kladov p dy V sledky posouzen zdi na excentricitu a nosnost z kladov p dy se zobrazuj v prav sti r mu Tla tko Podrobn otev r dialogov okno kter obsahuje detailn v pis v sledk posouzen nosnosti z kladov p dy Pomoc tla tka Spustit Patky se spust program Patky ve kter m Ize spo tat nosnost z kladov p dy pop sednut a nato en z kladu Po proveden v po t odejdeme tla tkem OK v sledky resp zadan obr zky se p enesou do protokolu u v po tu v programu Prefa zed Pokud nen program
17. 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein I Gea 5 Biock well Helpa Gees Han paka s ri PW JF 17 JU e2 Fia Eo Input Free Pho Opi Hep Dia oe 0 e 0 P OOO Stage centration lt Z i db Promt wf earns E Pro ia ia F Bo es E Teran gy Mater J oria jf FF rire Gh appes H rtu Ta m E m r dr Hl Baur cap E Ceraraionny af Baby Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 136 Geo 5 User s Guide Fine Ltd 2007
18. An embankment cannot be built if there is an earth cut already specified in a given stage in such a case either a new Stage of construction must be introduced for embankment input or the existing open cut must be first removed 184 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Setilenent Ci rpa Files PE Gee Sheed pe File Edit nat ihre Settings Hep Cel nr Pye oo Ooo amp Comabruction staze E E ho Pin a I P P ve P I rie I P a Barta kJ Eth cut E Alm ant Surcharge Wai enrm rtmrh ca l Total i Lest cd De Frame Embankment Earth cut The Earth cut frame serves to specify the shape of an open cut This function allows for modifying the terrain profile within a given stage of construction Several earth cuts can be introduced at the same time In such a case some of the lines in the cut appear partially above the terrain A table listing individual interface points is displayed in the left part of the fram e Inputting an earth cut interface follows the same steps as used for standard interfaces An open cut cannot be specified in the first stage of construction An earth cut cannot be built if there is an embankment already specified in a given stage in such a case either a new Stage of construction must be introduced for earth cut input or the existing embankment must be first removed 185 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Settlement Ci rpa Files Eee Mhz p
19. Hadem ra hra SET E ela Piaya r B kra Hadem diarai 2 m Es p a Finca Frame Analysis bending moment and shear force m Geo 5 Sheet op check Do Wei Ge SH ui _ Sherina ri Ia Pie Edi Input enayma Piuma Options Hap Da il eh 8 i Saye H centro oe ECU z Gl 4 5 Gemary of sinuchre Length of struct 8 Odi bug def 9 Fimm a Eh eare rier forces toto stresses Rear Arado property copista Leen Viet of Isher BE aching on the shies Hadem har force ET E hla Aree reared Gj j i7 kere Hadem diarai 2 mn DH omaia Fiat Frame Analysis deformation and pressure acting on structure Internal stability This frame serves to check the internal stability of anchors the frame is therefore accessible only in stages in which the anchors are introduced For each row of anchors the table shows inputted anchor forces and the maximum allowable forces in each anchor Overall check for the most stressed row of anchors is displayed in the right part of the frame The verification procedure depends on Setting either based factors of safety or according gt 76 Geo 5 User s Guide Fine Ltd 2007 to the theory of limit states The solution procedure is described herein m Geo 5 Sheet op Check DWH Dats e M mge pp Pie Ect Input Anaya Pictures Options Haig DOM eRe aa 3 OOO se Stage censtrection lt Z i Frame Internal stability External stability Pr
20. Procedure to assign soil into a layer is described in details herein EE Gea 5 Piles Do WHeio Gets Geo Haaa Sou cima ope pari Yan Pi Edi Input Anat Pichu Options Hain Cee oe RBA O0 OOO Slay H carem o gt Z i Chae Fl an o Cher 31 Sared rah rece of fines Chae a c Frame Assign Load 175 Geo 5 User s Guide Fine Ltd 2007 The Load frame contains a table with a list inputted loads Adding editing load is performed in the New edit load dialogue window The forces are inputted following the Sign convention displayed in the upper part of the dialogue window M Geo 5 Pies 0 Wele Date Geos Hesspaules_ South Lacing slope fart W sa Pi Edi Input Finn Fichurmm Opti Hap DOM UL m BAR A PODAT Stage cepem lt Z i Inguitedd Farce Tota Pick lint LL _heosrt enue _exeeo r a ice Rewer Frame Load Geometry The Geometry frame allows for specifying the pile cross section circular circular variable rectangle type cross section based on the theory of analysis specified in the Project frame tab sheet Analyses The selected shape with graphic hint is displayed in the central section of the frame Input fields serve to specify dimensions of the selected cross section Cross sectional characteristics area and moment of inertia are computed by default but they can also be specified tubes hollow cross sections steel profiles The bottom part of
21. Project 183 Interface 183 Embankment 184 Eart cut 185 Incompressible subsoil 186 Soils 187 Assign 187 Surcharge 188 Water 189 Setting 190 Analysis 190 Program Svahovky 191 Projekt 191 Geometrie 192 V ztuhy 192 Z klad 192 Profil 192 Zeminy 193 P i azen 193 Geo 5 User s Guide Teren Voda Pritizeni Odpor na lici Zadan s ly Zem t esen Nastaven Posouzen Unosnost Dimenzace Program Abutment Project Geometry cut Wings Geometry plane view Foundation steps Material Profile Soils Loading LC Assign Terrain Water Surcharge Front face resistance Inputted forces Earthquake Setting Verification Bearing capacity Dimensioning Stability Program Nailed slopes Project Geometry Types of nails Geometry of nails Material Profile Soils Assign Terrain Water Surcharge Earthquake Setting Internal stability Verification Bearing capacity Dimensioning External stability Outputs Adding picture Picture list Print and export document Print and export picture Control menu Print and export Tool bar Print and export Setting header and footer Page properties Page numbering About company Fine Ltd 2007 194 195 196 197 197 198 198 199 200 201 201 202 202 203 204 205 238 239 239 Geo 5 User s Guide Fine Ltd 2007 Using help The text hint of all GEO programs is displayed in standard Windows EXPLORER viewer The help dialogue window can be launched either through the prog
22. Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame Only ACI standard is available when selecting imperial units The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem 218 Geo 5 User s Guide Fine Ltd 2007 x Project Earth pressure Project Task Svratka I Part part I III Descript Slope n 2 part I Customer BellTrade Ltd Author James Baker Date 18 9 2006 Design of concrete construction Unit system metric Analysis standard CSN 73 6206 Frame Project tab sheet Project Geometry The frame Geometry contains a table with a list of inputted points of the structure front face Adding editing points is performed in the Add edit point dialogue window The inputted points can also be edited on the desktop with the help of active objects double clicking an already inputted point then opens a dialogue window for its editing E Geo 5 Ma E Helpa user ple_ 1 i Pi Eo irgu nat Pehoee Bat em Hap DF oe Bao ODO se Stage H censtrection cp ZZ 1 jl ch hos JA ahe AR esihe i Setting E Iriur sabiy E anh den E Bam cap 0m r Ei Deraratr y it eben stability Frame Geometry Types of na
23. Z i Eo Calioulstian of barry cap oF feunciation nl B deisi F rest bearing capacty of foundation sol T Chuk barry pEi oF archa or ond using CK E E n Posey an P ELPA Det cabbie Pajari or pbe PELADA E BOR HH CDS TALE EA ae Darry capacity of found acd Ay L200 Ha Frame Bearing capacity Dimensioning The Dimensioning frame serves to design and verify the reinforcement of wall cross section the cross section subjected to dimensioning is selected in the combo list e Wall stem verification 104 Geo 5 User s Guide Fine Ltd 2007 e Construction joint depth of construction joint from construction top verification edge is specified e Wall jump verification type of assumed stress acting in construction joint for verification linear constant can be selected in the frame Project The wall stem and construction joint are always loaded by the pressure at rest When verifying the front wall jump the wall is loaded either by the active pressure or the pressure at rest depending on input specified in the frame Setting Procedure to derive distribution of internal forces in individual cross sections is described in the theoretical part of this hint Dimensioning of the steel reinforced concrete structure is performed according to the Standard set in the frame Project Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be
24. a pevnost v ztuhy Z klad V r mu Z klad se zad vaj daje o z kladu pod svahovkami Z klad m e b t bu betonov nebo tvo en t rkop skov m pol t em V tomto p pad se v rozbaliteln m seznamu vyb r p i azen zemina rozbaliteln seznam obsahuje zeminy zadan v re imu Zeminy Je li z klad tvo en zeminou je nutn zadat nosnost zeminy Rd posouzen nosnosti z kladov p dy pod svahovkami je pak provedeno v r mu Dimenzace pro prvn svahovku V tomto r mu lze tak zadat parametry odvodn n Toto zad n nem dn vliv na prov d n v po ty je v programu k dispozici pouze pro ely dokumentace Profil R m Profil obsahuje tabulku se seznamem zadan ch rozhran Po zad n rozhran Ize na desktopu editovat mocnosti jednotliv ch vrstev pomoc aktivn ch k t P id n editace rozhran se prov d v dialogov m okn P id n editace rozhrani Zad v se z ov sou adnice od horn ho bodu konstrukce viz osa z Program umo uje zv it resp sn it horn bod konstrukce v dialogov m okn Zm na v ky ter nu a t m posunout cel rozhran p i zachov n mocnost jednotliv ch vrstev Tato o vey Z v vs Ve v I Va I funkce je d le it predev m pri p evzet zemn ho profilu z programu Ter n 192 Geo 5 User s Guide Fine Ltd 2007 5 Peliibr koraani za POZE 1 ZOO pa Arena DFE bD BB 2323 noun Fase
25. lt Z i Terrean bo W r Var oF k areata The frame Profile Modulus of subsoil reaction This frame serves to specify a type of analysis for computation of the modulus of subsoil reaction which is an important input parameter when analyzing a structure using the method of dependent pressures The program makes possible to input the distribution of the modulus of subsoil reaction along the length of a structure as a soil parameter iterate from soil material parameters or to compute it The modulus of subsoil reaction can be either linear or nonlinear Selecting the option Input by distribution opens a table in the frame that allows for specifying the values of the modulus of subsoil reaction both in front and behind the structure When selecting other options the required information needed to compute the modulus value are inputted as soil parameters in the frame Soils ot Geo 5 User s Guide Fine Ltd 2007 f Geo 5 Shecting check DcWielo Date Geo THa ka Sherina art _ Iepr Fim Ect Input Anatpem Picture Options Help DOM oe me Bags OOO Stage censtrection lt Z i ace bee dectribaition tire ent Frame Modulus of subsoil reaction Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue wind
26. 0 Oning Sie H censtrection lt Z i Z Ground waster Daph Moen ihs origina opr se Daph ioan ihs oriire Frame Water incompressible subsoil Negative skin friction The Negative skin friction frame serves to specify the settlement of surrounding terrain and the depth of influence zone For more information on the influence of negative skin friction the user is referred to theoretical section The setting option in the frame is active only when the finite element method is selected for the analysis in the frame Project tab sheet Analysis 1 Geo 5 Pie iHa Geo Hepa South acin slope pari W a Fie Edi Input enayma Peto Options Hap Cee oe BRA O OOO amp Sage H carem o gt z i i Water WF Pes Fae chi Prt EA vert com EJ Hoviz cop Redd pit Toia Pict lint 15 0 ran 1H i Frame Negative skin friction 179 Geo 5 User s Guide Fine Ltd 2007 Setting The Setting frame contains basic settings for footings verification The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included tn the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameter
27. 1 east S rm ge AE n ls m n rr Bigg 4771191 See 1 Sim bd d baco rey i i ha i kA Aas Pipiri vibes Alar airar ire bora ran l r Maien raw boca m ALLAL hr Frame Envelopes Program Slope Stability Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Analysis tab sheet is used to specify whether the analysis is performed in total or effective parameters 78 Geo 5 User s Guide Fine Ltd 2007 Project Analyses Project Task Terraces Hanspaulka Part South facing slope part Y Description Walls South Facing slope User Beltrade Ltd Author James Baker Date 14 g 2005 Unit system t Units system metric E Frame Project tab sheet Project I nterface The I nterface frame serves to introduce individual soil interfaces into the soil body Detailed description how to deal with interfaces id described herein Geo 5 Stability af aloes 0 Wei ete Geo SH ails zam ck j lae W psi Fie Edt Input Fire Set
28. 5 Piles DoWHele Date Geo Hanspaulka South ecin slope art Via Pi Eo Irga enep Pehoee Opti Ho Dee oe RZA O OOS Shage H censtrection lt Z i ui Pek eh Prhka of mabrun reaction k rpt noddir ih ah Corea according ba CHM 71 100 Bkinig ba Wea Frame Modulus of subsoil reaction Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Earth Pressure These characteristics are further specified in chapters Uplift pressure Oedometric modulus and Modulus of subsoil reaction The specified soil parameters depend on the set up of modulus of subsoil rection and selected theory of analysis specified in the frame Project tab sheet Analysis ATA Geo 5 User s Guide Fine Ltd 2007 Geo 4 Piei DOH ee Ge SH eles Souilh ecin slope pari Y a Pie Edi Input Anat Phos Options Hap Cee ae RRA et OOS Stage opet lt i Chase F2 Gravelly clay i Arga of intern friction Ram Zeminy Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile
29. B earthquake E Settings E Under shabi O E tet Barre Cap Teien edd f Ares i J In datai bal orari it Reber stability USA 15 Bs GEIBFACIORY 25 1 Frame Verification Bearing capacity The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearing capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Nailed slopes The program Spread footing must be installed for the button to be active 228 Ge
30. Ced c heh Bans Boba H Crmatructien stage BB E fi Z 31 4 Che FE Bona Bulk ig las FS Seedy eit Angle of interns Friction Cohesion of sd Bulk ight of hu od Geo 5 User s Guide Fine Ltd 2007 Frame Soils Rigid bodies The Rigid bodies frame contains a table with a list of inputted rigid bodies The rigid bodies serve to model regions with a high stiffness e g sheeting structures or rock subgrade This table also provides information about the currently selected rigid body displayed in the right part of the frame Adding editing rigid bodies is performed in the Add new rigid body dialogue window This window serves to input the unit weight of the rigid body material and to select color and pattern The rigid bodies are in the frame Assign ordered after inputted soils Rigid bodies are introduced in the program as regions with high strength so they are not intersected by a potential slip surface Providing we wish the slip surface to cross a rigid body e g pile wall it is recommended to model the rigid body as a soil with a cohesion corresponding to pile bearing capacity against slip I Geo 5 Stability af clogs DWH ete Geo SH la aah a lage F pri File Edit rout Pinus Seffings Hel Oe Yoh Aan LINE amp Cosbuctien stage BE fi Z CA Cl T ua a a R i a cl c A tt a A o o d lo PN M M M M M a al a oi at ba ta Frame Rigid bodies Assign The Assign frame
31. Hanspaulka Part South facing slope IV Descript Support walls 2 6m part IV Author James Baker Date 22 9 2004 7777 View of document header and footer Page properties The dialogue window allows for setting the page layout paper format print orientation and edges The use as default option sets the inputted page properties as default for the newly created data The assumed default setting is common for all GEO programs Different computer users may use different settings 238 Geo 5 User s Guide Fine Ltd 2007 Pape properties Paper size Paper Format ad T Orientation portrait F Margins 1 5 cm Bottom 1 5 cm 1 5 cm Right 1 5 cm Dialogue window Page properties Page numbering This dialogue window allows the user to set page numbering The combo list serves to define the numbering style Arabic digits roman digits with the help of symbols A constant text can be placed both in front and behind the page number The Numbering from option allows for starting the page numbering from an arbitrary number The use as default option sets the inputted page numbering properties as default for the newly created data The assumed default setting is common for all GEO programs Different computer users may use different settings Page numbering Numbering Format Numbering style i i a Using the left and right Fields allows For inputting the Fixed prefix
32. Influence of surcharge 69 Geo 5 User s Guide Fine Ltd 2007 f Geo 5 Sheeting check Dc Wee ets Geo TWeneeaulks_Sheeting_gart_Juae2 Fim Ect Input Anatpem Picture Options Help Dee Ge hr Ra c OOS Shage H censtrectiog lt Z i L200 oa gl o Bel ea lid Fd Pee s arch nea change sir x n bin ast i ur i ft Brel O w wal tT Fount A fut JH EOS EH Lan IK f h Frame Surcharge Forces The Forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects f Geo 5 Sheeting check I Higie Geo TWHesseauls_Sheeting_gart_J ape Pie Edi Input Anat Peto Options Hap Co a Dg Rr e A A ODE Sage H i o gt ES i Frame Forces Anchors The Anchors frame contains a table with a list of inputted anchors Adding editng 70 Geo 5 User s Guide Fine Ltd 2007 anchors is performed in the New anchor Edit anchor dialogue window The inpuuted anchors can be edited on the desktop with the help of active objects You are asked to input the anchor location its length and inclination pre stress force and parameters needed to determine the anchor stiffness cross sectional area modulus of elasticity The anchor is introduced automatically on already deformed structure obtained
33. PFs Frame Sand gravel cushion Material The Material frame allows for the selection of material parameters for concrete and longitudinal and transverse steel reinforcements Two options are available when selecting the material type e the Catalogue button opens the Material catalogue dialogue window for concrete or steel reinforcements the list of materials then serves to select the desired material e the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal and transverse steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame The input field in the upper part of the frame serves to specify the wall bulk weight 165 Geo 4 Palky T ete GLOTECHSIRA Dane na ube Lpy kee pel Obra Keser Hipreia Oe eo SB 230 0 KRK OOO a Fasehuis db ZZ pi Crimrcen ha bem 7 Baton Lad aca Yusni Flare Emire EZ Pieters chrom Aya LL HF a FFs eo 00 Hin Fathi pHini L e Amutr Kiger Bet semi 10 206 E Flair char adr 1RCL DD Pey IRO DD Pey Him Bat smi 10 206 E Patria chatri y 170 DD rary TCL OD rary Geo 5 User s Guide Fine Ltd 2007 IAN MPa Frame Material Surcharge The Surcharge frame con
34. Profle otai ben 22 00 preg PUMCEIING SHEAR ACCEPTAGLE M Z Cora coe sm py Cony cwe 5m fwd Aoa ILO Apg IL rere Aaa ILTA Apg OL r i Sheer reindcrcereart Huber tots 200 Arg of dope ork So f Profle of crook L ren Frame Dimensioning Program Pile Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet further serves to specify a standard for concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material and the dimensioning is verified in the Horizontal bearing capacity frame xl Project Analyses Project Task Terraces Hanspaulka Part South Facing slope I v Mame Support walls 2 6 part IV Customer Beltrade LTd Author James Baker Date 22 9 2004 Design of concrete constructions Analysis standard EN 1992 1 1 EC Frame Project tab sheet Project The Analysis tab sheet serves to choose the analysis of vertical bearing capacity of a pile analysis based on CSN 73 1002 or analysis using the finite element method 172 Geo 5 User s Guide Fine Ltd 2007 Project Analyses Type of analysis vertical bearing
35. Properties like reinforcement location anchorage length from both left and right end and reinforcement strength must be specified All inputted parameters can be modified only in the stage of construction in which the reinforcement was introduced In subsequent stages the geo reinforcement can only be removed Reinforcements can also be introduced with help of a mouse click Mouse input mode is determined by pressing buttons on the horizontal bar Reinforcement The following modes are available e Add clicking the left mouse button allows for specifying the starting and end point of a reinforcement A predefined grid can be used in the input mode The starting point is always attached to the terrain The coordinates of inputted points are automatically round up to two digits both input modes manual mouse are therefore identical e Modify clicking the left mouse button on already existing reinforcement opens the Modify reinforcement property dialogue window where the selected reinforcement can be modified e Remove clicking the left mouse button on reinforcement opens the dialogue window to confirm the reinforcement removal confirming this action then removes the reinforcement Reinforcements can be introduced only in the horizontal direction Including reinforcements in the analysis is described in more details in the theoretical part of the hint 84 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Stability al aleg
36. Surcharge frame contains a table with a list of inputted surcharges Adding editing surcharge is performed in the New edit surcharge dialogue window The inputted surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge Bd Geo 5 User s Guide Fine Ltd 2007 Gee 5 Aces Wal E Gel la p st A p Pi Edi Irga Anat Fichurmm irg Hep Dee oe RZA O OOS Stage censtrections cp ZZ i Frame Surcharge Front face resistance The Front face resistance frame allows by pressing the button for specifying the terrain Shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain Shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcha
37. When inputting loads the program allows by pressing the Service button for creating the service loads by dividing the already inputted design loads by design coefficient The program also allows for import of loading using the I mport button 161 Geo 5 User s Guide cea 5 Spread fosting 0 Helpa Gees Demet sea Pi Edi irp Aneto Pehoee Opti Ho Dia oe BRA O P OOO Stage censtrection lt Z i Frame Loading Import of loading Fine Ltd 2007 Ta Framrt E Prati lu BA asig BE Pourdation r JET VC bad GT Matrial CETER EETAS 2 mi E wats E mi Ls Ej Ceara It is possible to import values of loading into the program from text files Import parameters are set in the Import loading dialogue window In the Column input boxes you define the column number in the text file from which you wish to read data The Multiplier box allows for multiplying the original value by an arbitrary number e g using the number one with a minus sign changes the load direction The I mport button opens the Open dialogue window which allows for loading the respective text file The names of individual loadings if contained by the first column of the text file can loaded while importing the data by checking the Name in the first column box Import of loading Parameters of loading import Column Vertical Force Bending moment Horizontal Force First column name File at m Mot
38. a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 197 Geo 5 User s Guide Fine Ltd 2007 Geo 4 Bloch well help Whats a aripezka mari Pl 44 VT MM az Fia Edi Input Aneto Pho pim Hap DF oe MRA O ODE se Stage H censirection o gt 22 i wf Garratry E Frafis ZS Sas R asig f Teran z Water J Surcharge olf PP merere i Appia Forcon H rtu is Jeti E t e dn 1 Bar cmp Ej cerarecnny ait Bubl X a Chata parai Graurebastar baba TE h GWT bahir coratr i n Lipit ir Pont baiia clue ba iT z Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing surcharge is performed in the New edit surcharge dialogue window The inputted surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message
39. aA Aira en We ei k ke Ti jir V bia E pH Caen is cmr out Pareresters of Ha mayai i Coeff of reduction of pee presse im O Safety factor Mirae iM Coeff of rii chu pamura um Frame Analysis non anchored wall 59 Geo 5 User s Guide Fine Ltd 2007 I Geo 5 Sheet ap desen D WHele Diets e Hamagaulka past IK Z2T 11 004 api Pi Edi Input enep Pehoee pim Ha Do M Oy Re Ho B Stage H censtrection op 2 i Benmi meres 4 iz Proin Langith of structune E 07m Rie H iz ohh d j m E Frorias Deihi in sl 2m i Sas Bo assign lt Geonetry anchors El Prone E appris E Pressure Laz aoc ah a Terran e ren Z arho E pce A Esitys AZ settings E anatase m v b HF edd Caen is carries out Typa ciaal oppert nt hami in Wal id ot hami DO had h Pearta of Hha mi Coe of reduction of pe pE La k hiera Che N Coat of rii dr pamura um Frame Analysis anchored wall Program Sheeting Check Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Earth pressures tab sheet serves to choose the basic theory or standards to
40. af Poisson s ratio m 1 00 Reduction coeff of spec weight behind constr Yine 1 00 Reduction coeff of spec weight in front of constr n 1 00 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability oF construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task The wall is loaded either by active pressure or pressure at rest depending on input in the frame Setting Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted in the Setting visualization style Kokki neo E Geo 5 Abetmcni E Prapa File if HE Sheed LEH a Pi Ed input Aney Pehoee Seti Hep DF Ul BRA O P E E KE Stage a censtrections cp Z 1 z B vest BR jn dei Ed min cop E Cara F M JN PAPA e paa a om of farce Hi HH fe zim s SATHPACTORY 23 51 Ha E EACH LE C
41. analysis the input parameters of soils are determined based on the selected theory of analysis in the frame Project tab sheet Analyses Geo 5 Settlement rap Files PE Geo Sheed gpa File Edit Inout ihre Settings Help Cel T h A A A Oooh s amp Cosabructien staga E p EI 071 kaa ii mi DA aia i i i i i i i i il k pr Lililililililililililililililililililililililililili EE Propact gii inimi Tice PHI i Sais E Gi e g a Surcharge d Wain E Settings JE inem Ahha pH Chae ete be bes Tani Lire Raed F 650 Wawa B10 Cost of niu strani ra m e e aa T Taa Pirn 1600 Hu Saturated unt pet m IB ita Frame Soils Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is acc essible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein Br Geo 5 User s Guide Fine Ltd 2007 Geo 5 Settlement C reeram Files if ME Veo Seed apa File Ei gut Fibre Settings Hep Oed ar G yh ReaD se Hoos H Crmatructien stage B E fi Z 3 A ek a i a i E i Frame Assign Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing surcharge is performed in the New edit surcharge dialogue window The inputted
42. at any time The picture can be also printed out from this window pressing the Print button opens the dialogue window for printing and exporting pictures If the picture is active over all stages or all analyses then all possible combinations of pictures are printed all at once each picture on a separate page Dal Geo 5 User s Guide Fine Ltd 2007 Sra Picture Phe pessa st 1 Sao Hares erT Lattering Bobs ip Ganer Prove Terrein bit is Sundays Alesteh on Fr ace Inguthed tonnes Earitueaks ori Gear CD D resrerinr rag Curiga fil cb r kara okt Donen ection N Ciena re che Caled rears a Labeling ont Lane n Ticis iain gaj Dialogue window New picture Picture list Pictures stored with the help of the New picture dialogue window are ordered in the table in Picture list The Picture list dialogue window is opened using the button on the vertical tool bar The table of list of pictures contains the picture name and description the regime in which it was created and stage of construction or the analysis num ber Individual pictures can be edited using the Modify button which opens the Picture modification dialogue window this window corresponds to the New picture dialogue window both in the way it looks and in the way it functions These pictures can be printed out from the window by pressing the Print button that opens the dialogue window for
43. can also be edited on the desktop with the help of active dimensions or active objects respectively I Geo 5 Sheet ap desen I WHele Diets Geode ka past IK 2T 11 004 ap1 Pi Eo Input enep Pichu Optio Hap D F oe mR Rat OOO E Sage H censtrectiog lt z i Frame Supports Pressure determination The Pressure specification frame allows by pressing the button Analyze Input respectively for selecting a method for the calculation of active earth pressure Choose option Analyze if you wish the active earth pressure to be computed automatically based on specified earth profile In some special cases redistribution of earth pressures due to presence of anchors nonstandard rotation of a structure it advisable to specify the distribution of earth pressure on a structure manually Selecting the option Input opens a table in the frame with a list of inputted points and the corresponding pressure value The pressure is specified up to the depth of structure increased by the depth of zero point the depth of zero point is introduc ed in the top part of the frame The depth of zero point equal to zero is selected if we wish to specify the pressure values only up to the depth of construction ditch Below the ditch the programs computes the pressure values based on the specified geological profile Providing the earth pressure is specified manually the program does not account for the influence of terrain profile surcharge
44. concrete or steel reinforcements the list of materials then serves to select the desired material the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame The input field in the upper part of the frame serves to specify the wall unit weight Gea 5 Aes i Well E Helpless pas A pre Pi Edi Irga Anat Preto Seto Hep D F ee Rao OOO Stage H censtrectiogs cp ZZ pi 7 E keine Longtucinal rm r ca Darmar akry peri Hrm IBZIRE Pakain porat Farid per ere Axa LL re Pg am Ha Byd IMENE WF Ek Frame Material Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual lay
45. critical limit state developed both in front and behind the structure and there is not enough constrains available anchors supports The program exists without finding a solution An error message appears in the bottom part of the frame such a case calls for modification in problem input e g add an anchor change a depth of excavation improve soil parameters etc Some construction stages display by default a yellow dotted line is assum ed deformation at the onset of mobilization of the earth pressure at rest this is a complementary information showing plastic deformation of a structure Distributions of limiting pressures by default a green dashed line is assum ed are presented in the right part of the window passive pressure pressure at rest and active pressure The actual pressure acting on a structure is plotted in a solid blue line Both deformed by default a solid red color is assumed and undeformed structure appears in the right part of the desktop Forces and displacements developed in anchors supports and props are also shown e nternal forces Plot of a structure together with forces acting in anchors reactions and deform ations of Supports and props appear in the left part of the desktop Distributions of bending moment and shear force are then plotted on the right e Deformations Stresses Plot of a structure together with forces acting in anchors reactions and deform ations of Supports and props appear
46. definition and definition page numbering A mouse ball or scroll bar can be also used to view the document The button part of the dialogue window displays current information defined page size current document page and the total number of pages 233 Geo 5 User s Guide Fine Ltd 2007 Arini and ruperi decir ni Document Ec Yer Pec meee e BA A T OB Dialogue window Print and export document Print and export picture This window serves to print or export one or more pictures Three options are available to open this window e using the control menu items Files Print view or the Files button on the tool bar to print data from the desktop e using the New picture dialogue window by pressing the Print button e using the Picture list dialogue window by pressing the Print button The window may contain more than one picture at the same time when printing more construction stages or analyses when printing more pictures from the list Each pictured is printed on a separate page The picture preview can be adjusted using buttons on the tool bar or a mouse ball The dialogue window contains its own Control menu and Tool bar for finalizing the page face header and footer definition page size and edges definition and definition page numbering The button part of the dialogue window displays current information defined page size current document page and the total number of pages
47. ee a ee 40 ee ee m Ram P it en 196 Geo 5 User s Guide Fine Ltd 2007 Odpor na l ci V r mu Odpor na l ci se stiskem tla tka vol tvar ter nu a parametry odporu na l ci zdi Zvolen tvar s grafickou n pov dou Sch ma parametr zad van ch hodnot se zobrazuje v lev asti r mu Tvar ter nu lze editovat bu v r mu vlo en m hodnot do zad vac ch pol nebo na desktopu pomoc aktivn ch k t V r mu lze v rozbaliteln ch seznamech vybrat typ odporu a zeminu rozbaliteln seznam obsahuje zeminy zadan v re imu Zeminy V r mu lze tak zadat velikost p it en ter nu AD p ed zd pop mocnost zeminy nad nejni m bodem konstrukce zdi Odpor na l ci konstrukce m e b t zad n jako klidov tlak pasivn tlak nebo sn en pasivn tlak V sledn s la od sn en ho pasivn ho tlaku se po t jako v slednice sil od tlaku v klidu a pasivn ho tlaku vyn soben ch p slu n m sou initelem podle zad n typu sn en ho pasivn ho tlaku i o Prelabiikowar zz COLE 10 S005 pa nretiMlala LCEDTECHHIEKHamaaulka _ fat ZF 17 ee Lpy Imba HPE Orik Heier HigHTr da DFE RB 20 0 ODO F ze korai cp i R m Odpor na l ci Zadan s ly R m Zadan s ly obsahuje tabulku se seznamem zadan ch sil p sob c ch na konstrukci P id n editace sil se prov d v dialogov m okn Nov s la Editace s ly Zadan s ly lze
48. fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in base of footing joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water Aii Geo 5 User s Guide Fine Ltd 2007 Gea 5 Pie Wal E elo la pid p Pi Edi Irga Anat Fichurmm Taig Hep DH oe 2 E A S ODE Stage censtrectiogs Sp ZZ 1 X af off Chat of pananeters Ground manta tbh TT pars TAT beh Core k Upi ad Prim beien hee bo tf TAT O Terak creck Frame Water Surcharge The
49. for inputting the bridge wings dimensions The wings can be either symmetrical or unsymmetrical Assuming unsymmetrical wings requires inputting the right and left wing dimensions separately The screen always displays the currently inputted wing only the left wing is then visualized in the remaining frames The frame Geometry plane view can also be used to input or edit the wing thicknesses and lengths The Wing abutment joint cross section can also be verified in the frame Dimensioning The loading due to moment is considered The whole wing is loaded by active pressure developed behind the wall The Dimensioning dialogue window serves to input the magnitude of surface surcharge to determine the wing pressure The surcharge specified in the frame Surcharge is then not taken into account and the terrain behind the wing is considered as flat The resulting moment applied to the joint is obtained by multiplying the overall magnitude of soil pressure acting on the wall surface and by the difference of centroids of the pressure resultant and the joint The length of cross section used for dimensioning is considered by default as the wing height a different length of wing abutment joint can also be specified after selecting the option Reduce for dimensioning When using prolonged wing walls it is possible to input dimensions of the foundation below the wall Such foundation jumps are reflected in the analysis by computing a fictitious wid
50. from the document system data date time page numbering Objects can be introduced using the Insert button the button opens a list of objects The button is active only if the cursor is found in one of the line that allows for inserting text object Inserted objects are written in an internal format different from other text and placed in curly brackets The program allows for defining various headers for the first page or odd and even pages respectively Individual headers are in such a case defined in separate tab sheets The use as default option sets the inputted header and footer parameters as default for the newly created data The assumed default setting is common for all GEO programs Different computer users may use different settings Writing format and the resulting view are evident from the following pictures 23 Geo 5 User s Guide Fine Ltd 2007 Header and footer Header Footer if different on odd and even pages i different on odd and even pages if different on First page i different on First page irst page odd page Even page Header i print header nse X Insert d CompanyName opan Project Project uthort Document k Footer iw print Footer PageMurrit use as default OK Cancel Dialogue window Header and footer Terraces Hanspaulka south facing slope IV Earth pressure on structure analysis Input data Basic setting Task Terraces
51. ia ZS Sas Be assign a Tarra lt b es JE anche Af FF miraa appded forces R Esih AZ settings E aan dn EJ Few can E Ceraraiaring Baby J In datai terdi ab Add pact Count baring napacky of foundation saluring pagan Spread Pookirn ECCEMTA DENY SCORPTABLE i474 Bear cop O Dmt kaa Qfounedetion cn pian Beare oiy oP rd ad Ay Dimensioning The Dimensioning frame allows for verifying individual joints of gabion blocks The J oint above block No field serves to select the desired joint subjected to verification analysis The verification against overturning translation for side pressure and joint between blocks is performed FOL Te Sa CDF TE SO tog Fit kt Frame Bearing capacity Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be specified The resulting forces are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results 155 Geo 5 User s Guide Fine Ltd 2007 Visualization of results can be adjusted in the Setting visualization style dialogue window E Geo 5 Gallon well 0 HelpWata Gee Hani paka parit PW 78 14 3004 pa Pie Edi Input Anat Phos Options Hap CFR Se m aaa onn G Stage censtrectiog lt Z i a Frame Dimensioning
52. ippen R earthquake T Ge re aje AZ Setting EI t i adr E Bami cap Eee hneta 2m Plane of dire Pantanal rony chek Eii z Aid pcb Ceneraioning of joint addtional formu CFan Demmi Cmim Sperga Frant face 20 0 Na wI Bach ha ZD Ci 0 1 Pirna DEA marp ek STRERG HE SATS Tee Car ot Frame Dimensioning Stability Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Masonry wall program 119 Geo 5 User s Guide Fine Ltd 2007 FF Slat stability Maney welll Fle Edit mpi Picture Settings Hep ee PEAGA hot Comsbruction baz AR 1 zm 2 B Beeps ieee BB Add Lieto interfaces riaria Frame Stability Program Gravity Wall Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Project tab sheet further serves to specify a
53. layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein 148 Geo 5 User s Guide Fine Ltd 2007 Pie Edit Input Anahi Piume Options Hap Dee oe m REA OOS Shaye H cart o gt z i Chae FL arrea m Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain Pie Edit Input Anaya Pictures Options Hap Dee oe m BDR a 0 OOS Stayt H carem o gt z i iu a Terre ch We at n 50 E 149 Geo 5 User s Guide Fine Ltd 2007 Frame Terrain Water The Water allows by press
54. m anagement typical for the WINDOWS environment A left mouse button is used when selecting objects in the window or alternatively the function key Tab when using keyboard The cursor arrows key ENTER or in case of command buttons the corresponding underlined letter Cancel C OK O are employed when moving within an object A dialogue window can contain the following items table combo list fields for inputting data number text and command buttons The OK command button confirms the selection while the Cancel button leaves the input mode Providing the window contains a certain non typical control element or this element has 18 Geo 5 User s Guide Fine Ltd 2007 some other rather then typical effect its function is described in the corresponding data input regime As an example consider the following picture showing the Edit surcharge dialogue window that contains the OK T and OK buttons These buttons allow the user to move within the list of inputted surcharges and at the same time to confirm changes made in the window Pressing this button results in the same action as if closing the window with the OK button and opening it again for the next element in the list Edit surcharge Surcharge name Marne Surcharge 3 Surcharge properties Type Trapesiodal Location indepth z se m Starting point x am m Scheme of input Length 2 0 m Surcharge magnitude
55. necessary to go through a complex and tedious setting of views for example if we are interested in the distribution of internal forces developed in beams using FEM it is necessary to turn off the color range draw only undeformed structure select a variable to be displayed select a suitable magnification etc To simplify the way of managing individual views the programs allow us using the Selecting and storing views bar to store the current view and also to go from one view to the other in a relatively simple way The stored view keeps e all settings from the View results e drawn variables e color range e picture zoom The view is stored for all stages of construction if it is not possible in a certain construction Stage to perform such a setting e g in the first construction stage the settlem ent and depression are not defined the programs displays the closest possible setting and the defined view is switched to lt none gt 36 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Settlement C Program Files FINE Geo5 Wemo01 gpo Fie Edit Input Pictures Settings Help D eH Ew Ry Ez Const Pa Show lt none gt F alues overall E 0O 4 J a a S S S o a S S S ee S ee ee u M minim n l nimi u l minim Control units of a tool bar Views The following control units are available to manage views PF show Define view e opens the Setting results visualization dialogue window which
56. ninpem Leawty wall Fia Edt Input Pichu Sittings Hain ca Pa BA G R OOS amp Contraction stage E i E E A0 SaO AO Aa Ao ioa oO iO aO aO aaO aO cO aO aO aO DR ir podes m co jn A E LE EE Project gp beaten Jirtevtace E Frame Stability Program Block wall Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem Project Earth pressure Froject Task Terraces Hanspaulka Part South Facing slope IV Name Support Walls 2 6m part I Customer Beltrade LTd Author James Baker Date 2z 9 2004 nik system metric al S Frame Project tab sheet Project Geometry The Geometry frame contains a table with a list of inputted structural precast units 133 Geo 5 User s Guide Fine Ltd 2007 blocks of a wall the lowest block is labeled as No 1 Adding editing blocks is performed in the New block Edit block dialogue window This dialogue window serves to define the geometry of a block parameters o
57. printing and exporting the picture Providing the picture is active over all stages of construction over all analyses respectively then the program prints all possible combinations of the picture each picture on a separate page Providing m ore pictures are selected then all selected pictures are printed out 232 Geo 5 User s Guide Fine Ltd 2007 mi of pisu Pichu pessa st 1 Piue petting Dialogue window Picture list Print and export document The Print and export document dialogue window can be opened either from the control menu items Files Print document or using the Files button on the horizontal tool bar The page print preview with a generated text appears in the window This window generates output document including pictures stored in the Picture list This window allows either for printing the created protocol or exporting it for further use The document is always up to date the program creates the document again based on inputted data even with regenerated pictures whenever opening this window Only specific parts of the document including pictures can be generated by checking the corresponding tree item in the left part of the window Selecting or deselecting an arbitrary item prompts the program to regenerate the document automatically The dialogue window contains its own Control menu and Tool bar for finalizing the page face header and footer definition page size and edges
58. setting eduction coeff of internal Friction angle imp 1 00 Safety Factor Reduction coeff of cohesion tine 100 i Limit states Reduction coeff of Poisson s ratio 1 00 Reduction coeff of spec weight behind constr 1 00 Reduction coeff of spec weight in Front of constr Tre 1 00 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability of construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Geo 5 Gravity well C Hel ples wear paka wall 1 past IW plz Pi Edi irp Anetpe Pichu Opti Ho Cte oe RMB ZA O V OOS Stage censtrection lt Z i a rary GT Mariai E Pro e Bo assign am Terran z Mates m Surcharge af FF resistarae E appiedtarces R Erik AE sang E verification Bar cap Ej Crararm ait Ru
59. seznamem bod ter nu Prvn bod ter nu se sou adnic 0 0 le na horn m bodu konstrukce V po et zemn ch tlak p i ikm m ter nu je pops n v teoretick sti n pov dy Pr b h zemn ch tlak p i lenit m ter nu 194 Geo 5 User s Guide Fine Ltd 2007 15 Prefabriowand zad CZE 10 S005 pa iraia CEITEC EAH ees paula fat W JF VU 20 aes ube Upwe Teed HPE Obrir Kaskade Hipa OFM ea SB RU 0 R OOS F ze korai Gp ZZ i HE Gawe B Pron T Bo Preni a Tur r z ada m Printers aff dipr raki E Zadan dy R ajea VZ poston BJ ee EA Urost E m n m a A A hl el E Thha prre Paraet hraj Dike nigi i r ie nhi F an 7 5 00 lind dora R m Ter n Voda V r mu Voda se stiskem tla tka vol typ vody Zvolen typ s grafickou n pov dou Sch ma parametr zad van ch hodnot se zobrazuje v lev asti r mu Parametry vody h1 h2 Ize editovat bu v r mu vlo en m hodnot do zad vac ch pol nebo na desktopu pomoc aktivn ch k t V rozbaliteln m seznamu se zad v zda se p edpokl d p soben vztlaku vody od rozd ln ch n v4 7 IM Ov 7 a 7 7 a s s o Vv 7 hladin v zakladove spare Vztlak muze byt linearni parabolicky nebo neni vubec uvazovan Vztlak v z kladov sp e od rozd ln ch hladin je v posouzen zdi zaveden zvl tn silou Posledn volbou je ru n zad n p rov ho tlaku p ed i za konstrukc V r mu se z
60. standard fornormy se concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame Only ACI standard is available when selecting imperial units While selecting standard it is also necessary to specify whether the stress in the foundation joint used for verification of a wall front key is assumed uniform CSN or trapezoidal Eurocode The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem xl Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope IV Name Support walls 2 6m part I Customer Beltrade LTd Author James Baker Date 22 9 2004 Design of concrete constructions Analysis standard CSN 731201 R Stress For projection dimensioning uniform F 120 Geo 5 User s Guide Fine Ltd 2007 Frame Project tab sheet Project Geometry The Geometry frame allows by pressing the button for selecting the wall shape The selected shape with a graphic hint Wall geometry chart appears in the left part of the frame The shape of a wall can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions In case the structure i
61. surchages can be edited on the desktop with the help of active dimensions or active objects respectively All inputted parameters of a surcharge can be modified in the construction stage where the surcharge was specified Only the surcharge magnitude can be modified in all subsequent construction stages option Adjust surcharge Influence of surcharge on the change of stress in the soil body is described in the theoretical part of the help section 188 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Settlement L Prearem Files if MEVGeo Sheed ppa Fle Edi mi Pach Settings Hep Cel n o yh an Bohs Crmatructien stage BB E fi Z 3 m k iu n M Mk k lm ne MR nu na lm na Mk Pt n Mu a s ia Te ia A T e in TT es ia Mu na fm i P G Modes Frame Surcharge Water The Water frame serves to set the type of ground water table Inputting the ground water table or isolines respectively is identical with the standard input of interfaces If the inputted data In individual stages are different the program then allows for accepting the data from the previous stage of construction by pressing the Accept button Gen 5 Setiloment CO aam FilesiF ME Men les pa Fle Edt Input Fibres Settings Help Cee os Bee AAs Ooo Se Combnatien stage RW fi 2 A P n n en wu in ee T NEE Mn n m iar M n m n M a R n Ma a in nh M i Milu r Mu n M a Mm a PL Modes 15 00 LL a7 Frame Water
62. table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 210 Geo 5 User s Guide Fine Ltd 2007 Geo U detent Crepe File il MEGS Wien M Pi Eo Irga Anat Pehoee Tig Hep Dee UE m MBAR A S PODAT Stage H censtrectionn p ZZ fi zl GAT bahir Crn ON Upit at Rooting bettor dua bo dif GT i O Teres crack Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge Be Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Aba een Creer Files MEG Sead 1_ M ae Pi Edi irp Anat Pehoee aing H
63. tak editovat na desktopu pomoc aktivn ch objekt D7 Geo 5 User s Guide Fine Ltd 2007 HME Hens eal fast F 5 Przlal kw zad POZE JM ZU ji OH bO B B 30 0 OOO F ze korda Gp z i ala E k m C0 ra 3 i ra r IROD era r C00 kin ii erji u R m Zadan s ly Zem t esen V r mu Zem t esen se zad vaj parametry zem t esen Sm ry zadan ch ink zem t esen jsou zobrazeny na desktopu V po et zemn ch tlak s vlivem zem t esen je pops n v teoretick sti n pov dy Vliv zem t esen hd A Hanapan Ei 5 Prefabrioward DEEH bO m m 2a O00 Fase bor nr ZZ pi R m Zem t esen Nastaven R m Nastaven obsahuje z kladn nastaven pro v po et zemn ch tlak Program nab z p ednastaven pro r zn zem esk republika N mecko Francie a Standardn 198 Geo 5 User s Guide Fine Ltd 2007 nastaven doporu en autory programu pro zem neuveden v seznamu Pri zm n Va v vs o o nastaven v rozbaliteln m seznamu se zmen hodnoty soucinitelu redukce parametr zemin v p slu n ch ok nk ch P i posouzen podle teorie mezn ch stav se zad v tak sou initel celkov stability konstrukce T mto sou initelem se v celkov m posouzen zdi p en sobuje moment vzdoruj c Myzg a posouvaj c s la vzdoruj c Hyzd Pro volbu U ivatelsk nastaven
64. the frame serves to specify the pile location pile lift out and the depth of finished grade The pile lift out can also be negative in such a case the pile is placed in ground Providing the pile is analyzed using the finite element method it is possible to account for influence of pile technology by selecting the specific type of pile or directly by inputting coefficients 176 Geo 5 User s Guide Fine Ltd 2007 D Geo 5 Pies 0c Wele Date Geos Hesspaules_ South Lacing slope fart W sa Pi Edi Input Aneto Fkium Opti Ho DeFeet RZA O OOo E Stage ore lt Z i 2 m d r OE Seciinn Cre geen of p rem corek rr TE Pa deraba Pils lent Anma i E 00 n Prest of Fest 1 8840 w l re Fi watt ees Cd ada blare hiie Type fps litan Lia Fia haad att vat LM m Capita hrami gr acta 20 m Frame Geometry Material The Material frame allows for specifying the material parameters The bulk weight of a structure and material of a pile concrete timber steel are introduced in the input field in the right part of the frame The elastic and shear moduli need to be specified when assuming timber or steel piles In case of a concrete pile the concrete material and parameters of transverse and longitudinal steel reinforcements are required Two options are available when selecting the type of material e the Catalogue button opens the Material catalogue dialogue win
65. window World coordinates Assigning soils Two options are available to assign soils into individual profile layers Clicking the left muse button on the tool bar button above the table selects the desired soil positioning the m ouse cursors in the bar above the soil button displays a bubble hint with the soil name The soil is inserted by moving the mouse cursor the cursor mask changes into a hand first into a specific layer and then by pressing the left mouse button The second option requires opening a combo list of a specific interface and then selecting the desired soil to be assigned All changes in the soil assignment are automatically displayed on the desktop mc ee Geo 5 User s Guide Fine Ltd 2007 m 1 4 Class 54 Slity sand P bre Assigned soil 2607777 je Class F Clay with high or very high plasticity Class 54 Slity sand nok assigned Class 54 Slity sand Class F Clay with high or very high plasticik Frame Assigning Design coefficients The Analysis or Verification frames that display the list of computed forces allow for specifying design coefficients A design coefficient multiplies the corresponding force When inputting the coefficient the results are automatically recomputed and the desktop shows modified forces Design coefficients are advantageous for example for e structure testing when a structure response to an increase of force specified di
66. 00 by Angie of friction struc sd E 1500 Daher Saturated urd t mu 15 00 tare Frame Soils Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is 222 Geo 5 User s Guide Fine Ltd 2007 graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein M Gen 5 Ma a HelpWala Geewa jil 1 je Pi Edi irp Aneto Pehoee Seto ho ete oe mt Agag OOS Stage H cenina Cp FC i 43 Pramct 4 VT i Tyra ct nei J Mak gn GT Mariai E Pratia Sar A ern a Terri c Wes A cht R Eth AZ settings E Inter what E tea E Hamr cm Ej Cararaiar re it cher stability Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is descri
67. 189 Geo 5 User s Guide Fine Ltd 2007 Setting The frame Setting allows for specifying the position of control holes and thicknesses and locations of layers where the stress values are calculated The program determines stresses at individual control holes The terrain is always subdivided into twenty holes with even spacing Additional holes are automatically generated in points specifying terrain embankment GWT soil layer interfaces and end points of surcharge The control calculation holes can be plotted in the frame Analysis Individual holes are divided into layers according to the inputted values The first layer always coincides with the original ground In addition all points specifying interfaces GWT and incompressible subsoil are included The default setting of thicknesses of layers ensures reasonable speed and accuracy of the analysis The layers are introduced up to depth of 250m In actual analyses however the depth of influence zone is restricted either by the inputted incompressible subsoil or by the reduction of magnitude of stress change or by the structural strength respectively depending on the setting in the frame Project The number and location of calculation holes can be adjusted when selecting the option user defined In such a case it is possible to select both the location of doles and thicknesses and location of layers The holes are then created according to the input in addition the prog
68. 9 2004 g Pie Edi Input Anatom Picture Options Help Dee UE m AZAGA OOO amp Stage censtrection lt Z i Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Earth Pressure These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure fe Geo 5 Lawth pressat Do Weie Date CEC Weed lc past W 27T 9 BO il DM UE Mm BRA O P OOO Saye H oor Z i T rni y 18 5 ki Class P4 Sandy ciay i pak ru ut Arde d ism friction m Mee hace Si del graded spend Kohezn of sod t 1400 kPa Angle of riiin struc sal IB FH Corer N BE ahi of iar ad Yo jd kii Frame Soils D Geo 5 User s Guide Fine Ltd 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein Geo 5 Esih presare P Wine iets GEO Taa la past IN ZF A 004 pil Film Et irp na Peto nu Hap Do U Mm BRA O ODO Stage s censtrec
69. An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 The tab sheet Other is used to specify a procedure for the verification of internal stability of a structure When using factors of safety it is possible to input different factors of safety for the plane and broken slip surfaces respectively V The tab sheet Other further serves to introduce a coefficient of reduction of active pressure acting on a structure which influences the calculation of nails bearing capacity By default the value of 0 85 is recommended 226 Geo 5 User s Guide Fine Ltd 2007 x Wall check other Coefficients of reduction of soil parameters Calculation setting PEduction coeff of internal Friction angle imp 1 00 Safety Factor Reduction coeff of cohesion Yme 1 00 fe Limit states Reduction coeff af Poisson s ratio Vo 1 00 Reduction coeff of spec weight behind constr 1 00 Reduction coeff of spec weight infront of constr e 100 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability of construction oo i Frame Setting Internal stability The frame allows for the verification of internal s
70. Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge 138 Geo 5 User s Guide Fine Ltd 2007 I Gea 5 Block well D epaia Ges platke sarl WW 47 11 004 er Fia Ee Input Aneto Pho Opto Hap DF oe Bao OOo se 1 db Promct I Garratry E Froris amp Blu R Amin fe Teran ga Mater am Surcharge olf PP ramut rca i Appia Forcon H rtu ja ating E aan den 1 Bar cmp Ej cerarecnny at Tabiy Frame Surcharge Front face resistance The Front face resistance frame allows by pressing the button for specifying the terrain Shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain Shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcharge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specified as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pr
71. Baker Date 22 9 2004 hd Frame Project tab sheet Project Geometry The Geometry frame contains table listing the points of a structure Adding editing points 40 Geo 5 User s Guide Fine Ltd 2007 is performed in the Add edit point dialog window The existing geometry points can be further edited on the desktop with the help of active objects double clicking on a selected point opens a dialog window to edit the point Geo 5 Esih press DW iets GEOTECHSIKA Ham peska s W 2f BA 2004 pir Pi Edi irp Aneto Peehoee Opti Ha Dee oe hm Rags OOS Stage censtrection lt Z i 20 F 0 m m Garni Frame Geometry Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 41 Geo 5 User s Guide Fine Ltd 2007 fs Geo 5 Larth pressewe Hepe GEO Hampa a ecilon IW 27
72. Behe Seti Hap DF oe Bat ODO Stage H cenctrectiogs Gp ZZ i Lz Gi oi car ber Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 110 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Aad i well E Help Hapa a pasu A prem Pi Edi Irga Anat Fichurmm Tig Hep Dee Ul 2 ZA ODO k Stage H censtrections cp ZZ pi z m i ie ie chai Cat ears THT L ots o Enbaniysst ngih d Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the fram e by inserting values into input
73. DBA Geo 5 User s Guide tri and uperi vima Fine Ltd 2007 ooo naher ks etting Ct MMK Dialogue window Documents print and export current picture view Control menu Print and export The control menu of the Print and export document and Print and export pictures dialogue windows contains the following items Document Edit Save as Send Open for edit Page properties Header and footer Print Close opens the Save as dialogue window that allows for saving the file in format PDF or RTF opens the dialogue window for mail client an adds the picture as an attachement in format PDF opens text editor associated in the Windows system with RTF extenison that allows for editing the page manulally opens the Page properties dialogue window that allows for specifying the page style size edges layout opens the Header and footer dialogue window that allows for inputting the document headers and footers opens the system window for Print closes the dialogue window 235 Geo 5 User s Guide Fine Ltd 2007 Copy e copies the selected picture text to clipboard parameters are set in the Options dialogue window tab sheet Copy to clipboard Sellect all e marks all on page on document into block Unsellect all e cancels entire selection picture text View Full page e modifies the page size such that the entire page in the dialogue window is visible Pa
74. FST k a zm l me Frame Geometry of nails 220 Geo 5 User s Guide Fine Ltd 2007 Material The Material frame allows for the selection of material parameters for concrete and longitudinal steel reinforcements Two options are available when selecting the material type e the Catalogue button opens the Material catalogue dialogue window for concrete or steel reinforcements the list of materials then serves to select the desired material e the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame IS Geo 5 Ma E Helpa es ser l 1 pAr Pi Eo Irga Aneto Pehoee Sethe ho Cee oe 2M RA 0 P OOS Shaye H carirect u Gp ZZ i 43 Pram CAT i Tyra of nai J Plan zmaru T voters E Pro ia Sar Bo assign am Taree eh hos JA cht R Eth 2 Setting E Inter what E tea E Hamr cm Ej Cararaiar n Cao n Eie stability Hares Rj 150 00 MPa 10 00 MPa _ 10000 D0 Fa Frame Material Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers wit
75. Geo 5 User s Guide Fine Ltd 2007 geotechnical software suite GEO5 User s Guide version 5 3 Baer 4254 0906 ee ia O DERAN Hs E E m i pem F z POE a N A A RAAR Ke ne fi civil engineering software www fine cz Geo 5 User s Guide Table of Contents Using help Using function Find User defined environment Window for application Control menu Horizontal tool bars Tool bar Files Tool bar Scale and shift Tool bar Plot setting Tool bar Stage of construction Vertical tool bars Setting visualization style Style manager Frames Tables Dialogue windows Active dimensions and objects Unit metric imperial Copy to clipboard Options Options copy to clipboard Options print picture Options input Common input Project Earth pressures Inputting and editing soils Soil classification Soil and rock labels Manual classification of soil Interfaces in 2D environment Adding interface Editing interface Corrector of inputted interface World coordinates Assigning soils Design coefficients Running more analyses verifications Connecting programs Selecting and storing views Setting results visualization Setting color range Scale color definition Input regimes and analysis Program Earth Pressure Project Geometry Profile Soils Assign Terrain Water Surcharge Earthquake Setting Analysis Program Sheeting Design Project Profile Soils Assign G
76. Magnitude q 10 00 kM Magnitude q gt 20 00 kMim OK Dialogue window example Active dimensions and objects The system of active dimensions and objects allows for faster editing of the inputted data Active dimension is a dimension that can be edited directly on the desktop The value of active dimension is labeled by frame dashed line Positioning the mouse cursor and the frame changes its mask into a hand Clicking the value than changes the frame view is plotted in a solid line to cursor starts to blink and the dimension can be edited The Enter button closes the editing mode The change is immediately displayed on the desktop Active object functions in a similar way Changing the cursor mask into a hand and clicking the object double click than activates the editing mode In this case however the values are not edited directly on the desktop but rather in the dialogue window originally used to create the object The picture shows an example of an active object trapezoidal Surcharge when clicking on the desktop opens the Edit surcharge dialogue window 19 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Esih pressage DP Wee iets Geo Mansell past W F B 004 pil Pi Edi irp Anetpe Pehoee Opti Ho DF oe Ma BRA O OOO Stage H censtrection op 22 i LZ EE E P P ROLE EUR Frchar ure Ge C Tae Trapari T dapih 9 00 ru 2S m 2p E wc F j ma e i es cheng t a s aria
77. OOS Sage H aa cp ZZ i El Forces dueho iransi dati LDD ki i DoD H 15 00 H cel no DOO ra DDD ra Frame Loading LC Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is acc essible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein 208 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Abetiment L Fram Fisik MEG Shed LEH ae Pi Edi irpui Anat Fkiume Tig Hep Dia oe Rh BRA O P OOO Stage H censtrections dp ZZ i 2 Cla FL constancy Arce Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 209
78. Only ACI standard is available when selecting imperial units While selecting standard it is also necessary to specify whether the stress in the foundation joint used for verification of a wall front key is assumed uniform CSN or trapezoidal Eurocode The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem 99 Geo 5 User s Guide Fine Ltd 2007 xl Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope IV Name Support Walls 2 6m part I Customer Beltrade LTd Author James Baker Date 22 9 2004 v Unit system metric Design of concrete constructions Analysis standard CSN 73 1201 PR Stress For projection dimensioning uniform F Frame Project tab sheet Project Geometry The Geometry frame allows by pressing the button for selecting the wall shape The selected shape with a graphic hint Wall geometry chart appears in the left part of the frame The shape of a wall can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions In case the structure is composed of inclined segments it is required to enter the ratio of sides of an inclined segment 1 x The straight structure is specified by entering the value zero Geo 5 Cant eve well C Hel pial Ges Hamni paska pari _ Iar Pi Edi
79. P Moisture content at the liquid limit W 55 0 Moisture content at the plasticity limit Wp 20 0 Tt must hold wy gt wp Classification Class F4 consistency very stiff l Cancel Dialogue window Manual classification of soil Interface in 2D environment The left part of the desktop contains a table with the list of interfaces Interfaces are ordered in the table from top to bottom For currently selected interface the program displays in the mid section of the desktop another table listing individual interface points A tool bar in the top part of the desktop contains control buttons to manage interfaces I Ranges Interface Add Modify Remove Tool bar Interface Margins e opens the World coordinates dialogue window that allows for setting the world dimensions left and right edge Add e turns on the regime for inputting a new interface individual interfaces can be added in an arbitrary order Each interface is automatically stored in the list of interface when leaving the input mode Modity e turns on the regime for editing an interface this regime is also activated by clicking the desired interface on the desktop remove e upon pressing the Remove button the program marks the selected interface with a red color and opens the dialogue window to confirm this action Every change made to a given interface can be put back using the UNDO and REDO buttons on the horizontal tool ba
80. PI Frame Verification Bearing capacity 215 Geo 5 User s Guide Fine Ltd 2007 The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearing capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Abutment The program Spread footing must be installed for the button to be active e Do not compute pile The foundation soil bearing capacity is not computed footing Visualization of results can be adjusted in the Sett
81. Patky nainstalov n nen tla tko dostupn nosnost z kladov p dy se nepo t Zobrazen kresby Ize m nit v dialogov m okn Nastaven stylu zobrazen 200 Geo 5 User s Guide Fine Ltd 2007 5 Pebr ioan met C28 10 2005 pa Brenta GOOTROHNIEA Hess eal fant M Zoubor pravy Tadini Ypie Chr rky Haier Mirada OF MUUK B 3 Aa 0 OOS F ze budossa or ZE i E palet ma ole ody C Puta nosnost z kado pib papye Poli T Mapai r him ras plak ch ZAE KLH Paiute rare nkra pih R m nosnost Dimenzace V r mu Dimenzace se posouzen jednotliv ady svahovek Pro jednu zadanou lohu lze z v O o z v a VA o prov st v ce vypoctu a to s r zn mi vypoctovymi koeficienty v sledn ch silov ch ink V r mu Ize volit posouzen konkr tn ch ady svahovek nebo automatick posouzen V m du automatick ho posouzen program najde adu svahovek s nejv t m vyu it m a zobraz ji na obrazovce Posouzen ad svahovek je provedeno v z vislosti na zad n v r mu Nastaven podle o v v meznich stavu nebo stupne bezpecnosti Je li konstrukce tvo ena lavi kami nen nosnost na rozdrcen pod lavi kou po t na konstrukci je nutn posoudit nadvakr t podle obr zku tam i gt i iw mn js M gy nuny Sara iat mee griy bi mri res Sees ia C s E Be oe See Rh j de OF no E PARS eee A Jol jn A
82. R Ippadi H rtu ja ating vem E Bam cap E wara T ht ably ACCEPTABLE 3 5 ACCEPTABLE 53 64 Frame Verification Bearing capacity The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all 142 Geo 5 User s Guide Fine Ltd 2007 verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearing capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Block wall The program Spread footing must be installed for the button to be active e Do not compute pile Th
83. These segments also appear in the table in the left part of the frame Polygonal slip surface also allows for excluding some points from optimization either entirely or partially only in specified direction Keeping the point fixed during optimization process is achieved by checking the box in the table with corresponding point This input mode is quitted by pressing the red button Return to analysis regime 90 Geo 5 User s Guide Fine Ltd 2007 Gee 5 Stability af clogs DWH ets Gea SH oils h aap lage V gr Fle Edi mi Fibre Settings Hep Cede c heh Bags Oan A Crmatruciien stage Bl F i 2 3 A KN n ho Frame Analysis constrains on slip surface optimization by segments Height multiplier Providing the analyzed slope is too long or has small height the plotted slip surface might not be sufficiently visible This problem can be solved by selected courser scale in the vertical direction with the help of height multiplier The value of this multiplier is set in the Setting visualization style dialogue window tab sheet Global 2D Using standard setting Height multiplier equal to one plots undistorted structure proportional to its dimensions Only polygonal slip surface can be inputted graphically when exploiting the height multiplier option The circular slip surface must be in such a case inputted manually in the Circular Slip surface dialogue window using the I np
84. a eam Bucegi Example of using active dimensions and active objects Unit metric imperial The program allows for choosing either metric or imperial units Use combo list to select the desired type of units A prompt message appears requesting to confirm the selection Question Really want to change the system of units Dialogue window to confirm the change of units Copy to clipboard The program allows for using the Windows clipboard in two different ways e itis possible to copy the current desktop view The picture can be then inserted into an arbitrary editor MS Word Drawing Adobe Photoshop etc Individual parameters are set in the Options dialogue window tab sheet Copy to clipboard e itis possible to copy the program input data soil parameters profile and interfaces surcharges water impact terrain etc The copied data can be then inserted into another GEO5 program Copying to clipboard is available either from the control menu items Modifications Copy picture or using the Files button on the tool bar Options The Options dialogue window serves to set some of the special program functions copy to Clipboard print view grid and step etc This dialogue window is opened from a control menu items Setting Options sD Geo 5 User s Guide Fine Ltd 2007 The window contains individual tab sheets number and content may vary depending on individual programs that
85. a Pe Conf Wal atm of force heirs key p i fenosa rainforcectooncre OO TE 3 0 fre medh L200 Few dr 7 0 ree Cofficimr af sirahira Puc 47 L Licensing EAS Le TH SATISFA Toe ie Frame Dimensioning Stability Be Geo 5 User s Guide Fine Ltd 2007 Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Abutment program F Hope ad Abule Pie Edt inet Behe Seto Hep et ma G OOS Codes p barem tage E Ci HE HE Eii EE Eii ica fi Fs Lt te Fett Ft CE Piri Be Probert a Fisies rtmrtaca Toi Lit of pires or Fi cr E cmai A ra Frame Stability Program Nailed slopes Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Project tab sheet further serves to specify a standard for concrete structures dimensioning
86. a 5 Gravity well E Hel pW Gehan paska wall 1 jist IW plz Pi Edi irp enep Pehoee Opti Hep ete oe 20 e O P a e a E eE Stage H censtrection lt Z i E enay atp Factor of fortron crcr Febr of amika ee OI nig od z kon Water T infra main Fram aber Frame Earthquake Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment Mres and the resisting Shear force Hres An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 129 Geo 5 User s Guide Fine Ltd 2007 x wall check Coefficients of reduction of soil parameters Calculation
87. a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects E Geo 5 Galton well C Help iaia pea am peska sari M JE Pi Edi irp Anat Pichu Option Hap CFM oY hm Rage OOOs amp Sage H a o gt Eo i 1 M0 pe Frame Inputted forces Earthquake 152 Geo 5 User s Guide Fine Ltd 2007 The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake Ei Geo 5 Gab on Well E Help iaia Ger am pashka parni WW 28 17 2004 spa Pie Edi irp Anetpe Pichu pim Hap DOM E m BA AU a E E Stage censtrection lt Z i Ta Project i Matrial AZ arratry E Pro a cS Seals Be assign am Terran lt b es JE Surcharge eff FF reactance E appied forces W pariha B sang E aan dn Ej Bam cap Ej Cereraionny ait Baby Z E T aa TE Factor of horizontal scoskeration ed Add pict Factor of vrtica acomkeration 70 Erihpke Input pt of application oF Total i Fiat k Water infuance linias renter Free agia Frame Earthquake Setting The Setting frame contains basic settings for the analysis of earth pressures The progr
88. ainst being pushed through The verification can be performed either for individual loads or the program finds the most critical one can be selected from a combo list The program derives the stress in the construction joint the stress diagram is inputted in the frame Project and determines the internal forces in individual cross sections Dimensioning of the steel reinfoced concrete structure is performed according to the standard set in the frame Project The resulting information are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window sire Geo 5 User s Guide Fine Ltd 2007 Pi Edi Input Ante Pehoee Opti Ho ete oe Rh BDR AO O P OOO Stage H censtrection lt Z i i ja Pramrt B URERA E ie I i Loring m E Sola rarita Ex P Fa drei EJ amig CIC oirionn EE Foureiaticm length 3 20m Loan 1 Garay gabei GT Matrial dP oria CETAN 2 mi E wats H mi s E Denny 10 pe prof Z2 imm 6 00 pe oof 220mm kent 143mm concrete cover Beran length 1430n0m concrate cova Sor Dimani F hji E ame 1 BR pi dia Longi rania in direc of Z Long rainforceinend in direc of Teri n meara OO merana a pmm sermone eonan Profle otsid ban 2o wend
89. allow for specifying corresponding settings Options Print picture Ficture size width lexactly 16 0 crm Height adjust by width Y Picture Format Format vectorEMF Resolution 600 dpi Colors colour l Layout las on screen hud Options i Framed W Header Default k Ok XI Cancel Dialogue window Options Options copy to clipboard The Copy to clipboard tab sheet allows for setting the controlling parameters Picture size e the setting defines the picture size Either the picture width or height can be assigned manually The other dimension is always set automatically Picture format e the setting defines the picture format EMF WMF BMP its resolution and color Recommended setting is displayed in the figure format EMF resolution 600 dpi color Options e the setting defines the picture frame and header If both options are checked the picture contains both the frame and header The Default button in the window sets original implicit values s Geo 5 User s Guide Fine Ltd 2007 Options Print picture Ficture size width exactly 16 0 cm Height adjust by width F Picture Format Format vectorEMF Resolution eoo dpi Colors colour o o Layout las on screen Options i Framed W Header Default k OK XI Cancel Dialogue window Options tab sheet Copy to clipboard Options pr
90. am offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment Mes and the resisting Shear force Hes Pro An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 The Other tab sheet allows for specifying the coefficient of reduction of friction between blocks 153 Geo 5 User s Guide Fine Ltd 2007 x Wall check other Coefficients of reduction of soil parameters Calculation setting eduction coeff of internal Friction angle imp 1 00 Safety Factor Reduction coeff of cohesion Tne 1 00 nics Limit states Reduction coeff af Poisson s ratio Vo 1 00 Reduction coeff of spec weight behind constr Yine 1 00 Reduction coeff of spec weight in Front of constr rns
91. am Pa Samci ctr nea intern Friction Coher of aod dijes ZU Pectin ares Parcs Drop chi angle Bulk aghi of zL and Frame Soils Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein H Geo 5 Sheciing deaien Do WHeio Gate Geo M zal pe Pi Edit Input Anatom Pichu Options Hain Do M oe BRA O et OOO amp Sage H oor o gt ES i IK ST 11 za api Clam F Sachs wie ez F Sarah cii T all graced nerd Chee FL gray dit Frame Assign Geometry 50 Geo 5 User s Guide Fine Ltd 2007 The Geometry frame is used to specify the depth of a construction ditch and by pressing the button to choose the shape of a bottom The selected shape with a graphic hint Parameter chart appears in the left part of the frame The dimensions of a structure can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The frame can be further used to input surcharge of a construction ditch bottom and coefficient of reduction of earth pressure below the ditch bottom this coefficient serves to analyze braced sheeting I Geo 5 Sheet ap design DP Wele Diets Ge TMHamagaulaa past IK T 11 2004 api Pi Eo I
92. ame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 124 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Gravity well E Helpless Geen paka wall 1 past IW plz Pi Edi Irga enep Fkium pim Ho D F L E e E E E Stage censtrection lt Z i a e ie iey GT Mariai B Proe iy Su a assign a Turr r z Mabe JE Surcharge al FF resistance fh apcted forces R Erik AE sang E Bam cap E Ceara n d m A d m e Chart oF praa Terrain por ra M aim Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in foundation joint due to different water tables is
93. ame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Slope stability analysis while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake ES Gea 5 Stabilityad slape Doel ete Geo Haapa ba ah Tackaj lag N a Fle Et mi Fibre Settings Hp Deb Beh BAD BOOS se Crmatructien stage Bi S fi z CA A Frame Earthauake Setting 87 Geo 5 User s Guide Fine Ltd 2007 The Settings frame contains basic settings to assess the slope stability The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Changing settings in the combo list modifies previously set values in corresponding windows An arbitrary analysis setting is available with the option User setting Selecting the option Safety factor allows the user to specify in input field own value of the factor of safety Selecting the option Limit states allows for specifying individual values of the coefficients of reduction of soil parameters e g recommended values of coefficients according to EC7 1 and coefficient of overall stability Settings Analys
94. and postfix of the numbering da Numbering From l ie Preview U 2 a M 3 By f B 3 1D 11 12 sa use as default Cancel Dialogue window Page numbering About company The dialogue window is launched from the managing menu items Setting Company The Basic data tab sheet serves to specify the basic information about company The inputted data are used by the program when printing and exporting documents pictures in the document header or footer The Company logo tab sheet allows the user to load the company logo The Load button opens the dialogue window which allows for opening the picture in various formats PG JPEG JPE BMP ICO EMF WMF The Employees tab sheep allows for inputting the list of program users employees When filling the name list it is no longer necessary fill the author s name in the frame Project 239 Geo 5 User s Guide Fine Ltd 2007 About company Basic data Company logo Employees ees Fill in the basic information about your company Information you do not wish to provide leave empty Marn PP Geo Ltd Street Pernerova ZIP City 111 11 Prague Country Czech Republic Phone 420 123456759 Fax 420 123456709 Internet wwww pp geo cz E mail info pp geo cz OK Cancel Dialogue window About company tab sheet Basic data About company Basic data Company logo Employees Company logo can b
95. and water 53 Geo 5 User s Guide Fine Ltd 2007 IF Geo 5 Sheet ap desen DWH Diets Geo Hamagaulka past IK 27 11 2004 ap1 Pi Edi Input enep Peehoee pim Ho D F l l Rao OOO Stage H censtrection op 2 i 5 p iy i F C r ce i E zh pE mi ete ete ae Cr gt ar E F g i ey Poi Ti ek ih Franina a Terran ol a I at i oe te Aa lh k E a Lt BE Toe a U E Force M cathe AZ sting EE Arado Him mi Addai kewi eare Total i Pax k Frame Pressure determination Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 54 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Sheet ap desan Mahena Geo Hamu ka past IFK 27T 11 2004 api Pi Eo Irga Fine
96. apacity is not computed footing Visualization of results can be adjusted in the Setting visualization style dialogue window Geo 5 Gravity well E el piles mea iam pama wall 1 past WV iz Fia Ee irgu Antec Pehoee Optio Ha Cee oe Bao ODO Saye H carem oP Z i E C aiouletian of bari cap oF leures ocd F iresi bearing capacity of Rouredstion ool T Cku RTH pE iy oF foundation ond using pragean prea Posey Bn deta ECCEHTRBCEFY COT BL E T P x cake Presto ny ike POPS E BOR HH COT BL E T Barry capacity of found acd Rj Sa ka Frame Bearing capacity Dimensioning The Dimensioning frame serves to design and verify the reinforcement of wall cross section the cross section subjected to dimensioning is selected in the combo list e Wall stem verification e Construction joint depth of construction joint from construction top verification edge is specifiedse 131 Geo 5 User s Guide Fine Ltd 2007 e Wall jump verification type of assumed stress acting in construction joint for verification linear constant can be selected in the frame Project The wall stem and construction joint are always loaded by the pressure at rest When verifying the front wall jump the wall is loaded either by the active pressure or the pressure at rest depending on input specified in the frame Setting Procedure to derive distribution of internal forces in individual cross sections is described in the th
97. aracteristic deformation The frame also allows for specifying the coefficient of reduction of computation of settlement The detailed listing of the verification analysis results is displayed in the right part of the desktop It can be adjusted in the Setting visualization style dialogue window 170 Geo 5 User s Guide Pi Edi Input Aneto Fkium Opti Hu ete oe meant OOO Stage oper lt Z i hh and cation of mendien reste Foendatien bal rem Bama inodulie of deforrestion Em 1 35 MPA Figurasi in Chae bore eel eiin E reed ky E Perdesi in tha direction oF ehi rkp b 24 441 Overall eehioment and ratioen of menda Fora tiered m B r Daph of har m mera F TO ra Ratetion ii dredi c x 1 127 kan LEE Piri inai Y m ee y LT Fine Ltd 2007 E profits E Sas BA asig Hi Pourdation i Lra 1 VAT gabei GT Matrial d Ssurchear ym gy Waker A 2 mi El ts iais Syma Si Dira Signac mm i E ertication FF add F perce m paket na en foe riisin ou ram iri Hha odin bio Faduchion crabhat bo crga onder E Conedered Frown thes original grade Fe Cebia harain thickness affect j CO Corada Poeta Minihs grade F Goeie uba norae effect ey r picaire Frame 2 LS settlement and rotation of a footing Dimensioning The Dimensioning frame allows for designing and verifying the longitudinal reinforc ement of a foundation and also for verifying the foundation ag
98. be followed in the solution of a given problem The Other tab sheet allows the user to specify subdivision of a wall in to finite elements by default the number of elements equals to 30 x Project Earth pressure Other Project Task Terraces Hanspaulka Part South facing slope Iv Name Sheeting 3 6m part IV Customer Belltrade Ltd Author James Baker Date 13 3 2005 nik system metric Frame Project tab sheet Project Profile 60 Geo 5 User s Guide Fine Ltd 2007 The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain I Geo 5 Sheet ap Check DOs Ge See ils eriin rii tue Pi Eo Input Aneto Peehoee Option Hap Crease B Rag OOS Sage H centivectiog
99. bed in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 223 Geo 5 User s Guide Fine Ltd 2007 IS Geo 5 Ha E Helpiiats cs mer ple a Fia Ee irgu na Pehoee Bat em Hap Cee oe 2 BRA O ODE Shae H oa Gp ZZ i Ta Pramct 4 rary fF Typa of nai J Pia ge GT Mariai E Pro ia E E Be assign a Terre E Irtur shabi E aan dn E Barr cm E Ciraraining it Behar stability Chart oF p d arm Terr par ora M Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in base of footing joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values o
100. bending moment in a given point An amount of the tensile reinforcement in the cross section is inputted If the moment is negative the designed reinforcement is placed at the structure front face and if it is negative then at the structure back face 2e0 Geo 5 User s Guide Fine Ltd 2007 Gea 5S Hal E Helpa Ca zrn pl 1 e Pi Edit Input Anatom Pichuee Settings Hap Cee oe 2 BRA O OOO amp Stage H oa Gp ZZ i klas F1 L Babbin ini klas i Demet gt yir bue Length of struct i zm T omenia He Eere 0 O beinan i hastan gt leo Prodile Cheer Unkrstion Is sated ETJ inl ren ran a a a a ee as j O F 1 Frame Dimensioning External stability Pressing the External stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Nailed slopes program B dinpe n aknds y Fal Fila Edt Input Peto Satin Hap Rah maj OOS Cerstrectim stage pij Frame External stability 230 Geo 5 User s Guide Fine Ltd 2007 Outputs The program contains three basic output options e Print and export document e Print and export picture e Copy to clipboard Adding pic
101. bjects are visible ee Geo 5 User s Guide Fine Ltd 2007 Use previous scale e modifies view scale returns the original view scale prior to the last applied scale action Tool bar Plot setting The button on a tool bar serves to set the setting visualization style on the desktop colors thickness and style of lines background mae Toll bar Plot setting 4 Plot setting e The button opens the Setting visualization style dialogue window that allows for setting all parameters of the picture displayed on the desktop Tool bar Stage of construction Tool bar buttons serve to work with stages of construction Picture shows location of individual buttons Stage of construction SF 1 2 3 Tool bar Stage of construction ate Adds construction stage e adds new stage of construction at the end of list 2 Removes construction e removes the last stage of construction from the stage list 1 2 Construction stage 1 2 switches between individual stages of construction selection is performed using the left mouse button In all programs GEO5 this bar allows for defining stages of construction Construction stages serve to model gradual building of a construction essential for programs Sheeting verification Settlement FEM This function can be also used for parametric studies and in each stage of construction assume different soil assignment or different design coefficients It is rather advantageou
102. by o Qnn Add cect ACCEPTABLE 3 ir ACCEPTABLE kii Tata Fit bet Frame Verification Bearing capacity The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all 130 Geo 5 User s Guide Fine Ltd 2007 verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearing capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Gravity wall The program Spread footing must be installed for the button to be active e Do not compute pile The foundation soil bearing c
103. capacity analysis Standard FEM CSN 73 1002 Standard FEM Frame Project tab sheet Analysis Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain T Geo 5 Piles 0 Welo Wate Geo UH emag u ia ini wah W api Fin Eri irp Aney Fichumu Options Hap Crete oe 2 BDR AG 0 P DOO Sage H contro o gt Z i Terragen serge ii kr here oF ro E The frame Profile Modulus of subsoil reaction The combo list serves to select one of the methods for the evaluation of modulus of subsoil reaction the required material parameters of soils are inutted in the frame Soils based on the selected method Selecting the option Input by distribution opens a table that allows for specifying the values of the modulus of subsoil reaction along the pile sa Geo 5 User s Guide Fine Ltd 2007 T Geo
104. ce being touched All lines of individual interfaces thus start and end in a point In case of an incorrect input see the picture below the interface cannot be stored In this case the interface must be modified or the inputting process must be stopped using the 2802 Geo 5 User s Guide Fine Ltd 2007 Cancel button Here we present examples of interface corrector functions correct and incorrect input CORRECT SHAPE OF IMPUTTED INTERFACE 4 gt S N 7 UNALLOWABLE INTERFACE INPUT JN Error when adding interface Non unique line input Line cannot be added Error when adding interface Inputted line is partially overlapping other line Line cannot be added Correct and incorrect interface shapes 264 Geo 5 User s Guide Fine Ltd 2007 World coordinates The dialogue window serves to specify world coordinates dimensions for a given task left and right edges The third data is auxiliary it determines the depth of drawing earth profiles on the desktop it has no effect on the performed analysis The world coordinates can be changed at any time when increasing dimensions all inputted interfaces are automatically prolonged when reducing dimensions all points falling off the new world coordinates are automatically removed World coordinates Dimensions Minimal range 15 00 m Maximalni hodnota 15 00 m Depth of deepest interface point 5 00 m i Cancel Dialogue
105. ch bottom 63 Geo 5 User s Guide Geometry Profile Material Information Fine Ltd 2007 contains information about geometry for a given structural variant e g for pile wall it contains pile cross section and Spacing of piles for reinforced concrete wall its thickness etc contains information about profile for the selected structural variant steel cross section buttons Catalogue and Edit open the Rolled section steel profiles which contains a list of these cross sections contains information about material of a given structural variant e g for pile wall it contains a catalogue of materials to select the type of concrete for sheet pile wall the elastic modulus etc contains overview of cross sectional characteristics of the inputted cross section area and moment of inertia are always evaluated for 1m of length in out of plane direction The User catalogue button in the bottom part of the window opens the User catalogue dialogue window Mew section Type of wall Steel reinforced concrete rectangular wall Section length 2 00 m Coeff of pressure reduc below ditch bottom 1 00 Geometry Web thickness h 0 30 m Concrete Catalogue un Marn Beton 6 270 Information A 3 00E 01 mm I 25E 03 m4 m E 27000 00 MPa G 11340 00 MPa E Add K Cancel Dialogue window New section User catalogue The user catalogue all
106. changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment Mes and the resisting Shear force Hes An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 The Other tab sheet serves to specify the type of pressure acting on a wall based on the allowable wall deformation Providing the wall is free to move an active pressure is assumed otherwise a pressure at rest is used For wall with footing jump it is possible to choose in the tab sheet Other the way of accounting for the wall footing jump 102 Geo 5 User s Guide Fine Ltd 2007 x Wall check other Coefficients of reduction of soil parameters Calculation setting eduction coeff of internal Friction angle imp 1 00 Safety Factor Reduction coeff of cohesion Yme 1 00 TST Lim states Reduction coeff af Poisson s ratio Vo 1 00 Reduction coeff of spec weight behind constr Yine 1 00
107. contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein 82 Geo 5 User s Guide Fine Ltd 2007 E Gra 5 Seah y ol sinpes Pel ala bes miam paska soul Pacing Hopr Fee Pie Edt Ipi Pehle Seto Hep Da m Vin amo OOO amp Contracts stage E E ij 2 A a l i Fs th Ti 7 mi Findes Project ped iritas Pagid bork Fic Ogee FJ Sarety at Cees M4 Sarety cary D i List of p churuu Frame Assign Anchors The Anchors frame contains a table with a list of inputted anchors Adding editing anchors is performed in the New anchor Modify anchor parameters dialogue window The inputted anchors can be edited on the desktop with the help of active objects You are asked to input the anchor location starting point its length and inclination anchor Spacing and pre stress force The anchor starting point is always attached to the terrain All inputted parameters can be modified in the stage of construction in which the anchor was introduced In subsequent stages the program allows only for modifying the anchor pre stress force option Anchor post stressing Anchors can also be introduced with help of a mouse click Mouse input mode is determined by pressing buttons
108. contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 94 Geo 5 User s Guide Fine Ltd 2007 WU Geo 5 Contiever well O Helpa beeen paka rl Pompe Pi Edi Input Anatpem Picture Options Help CFR Yh Aaa P ODO e Stage censtrection lt Z i Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Cantilever wall These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure U Gee 5 Cantlewer well C Hel pWlala Gee Han paska ri 1 mr Pi Edit Input Anat Pichu Options Hain D Fm Ul RZA O V ODO se Saye H oer o gt ES
109. d on the desktop e copies the current picture displayed on the desktop or the inputted soil profile into clipboard e inserts the soil profile stored in the clipboard this option allows the user to copy the soil profile created in a different GEO program e g from program Pressures to program Gravity wall Tool bar Scale and shift The tool bar buttons serve to manage all plots displayed on the desktop zoom in out move The following figure shows locations of individual buttons e Aa 2 9 E BE 8 Tool bar Scale and shift Scale up Scale down o Shows marked region Move displayed region o Scale up o Scale down o Modify scale o scales up desktop view while keeping location of the point under the axis cross unchanged this action is repeated using the left mouse button the right button leaves the zooming mode scales down the desktop view while keeping location of the point under the axis cross unchanged this action is repeated using the left mouse button the right mouse button leaves the zooming mode Shows and scales up the marked region the region is selected using the left mouse button moves the current view in an arbitrary direction to proceed move mouse in the desired location while keeping the left mouse button pressed scales up the displayed region while keeping the region centered scales down the displayed region while keeping the region centered scales the view such that all o
110. d to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Project tab sheet further serves to specify a standard for concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame Only ACI standard is available when selecting Imperial units While selecting standard it is also necessary to specify whether the stress in the foundation joint used for verification of a wall front key is assumed uniform CSN or trapezoidal Eurocode The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem 106 Geo 5 User s Guide Fine Ltd 2007 x Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope IV Name Support Walls 2 6m part I Customer Belltrade LTd Author James Baker r Date 22 3 2004 Design of concrete constructions Analysis standard CSN 731201 R Stress For projection dimensioning unifarm F Frame Project tab sheet Project Geometry The Geomet
111. dit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain T Geo 5 Sheet ap design DWH Diets Geo THenspau ka peri _W_27_11_2004 6p1 Pi Edi irp Aneto Pehoee Opti Hl D Fm oe RZA V OOS Stage censtrection lt Z i Teranse 75 59 n C arga oF ro E Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Sheeting design These characteristics are further specified in chapters Basic data and Uplift pressure AQ Geo 5 User s Guide Fine Ltd 2007 F Geo 5 Sheeting deaian Mehta Geo S Hesseaulks_paert_MW_ 7_11_27004 ap1 Pie Edi Input Anat Phos Options Hap OF me be hm a Ooo Stage censtrection lt Z i Famers sate che sandy ciay Sa ll J
112. diting layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain E Gee 5 Gatton wel ME Help HST PORT zslka ri W 28 11 IM spa Fin Eri iru Aneto Pichu Options Hap DE bY m mna OOOS Stay H o z i 147 Geo 5 User s Guide Fine Ltd 2007 Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Gabion These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure E Geo 5 1200 pe Pie Et irt Aney Ficiurmm Opie Hap Cee M E 2 RZA O a m E ea Stayt H a o gt ED i iaiia Sol chi pb z Dres Fl basy s Bory ob Frede ht jel paka Chats F Cap arith beet r m sa plasticity Bulk ig ayes Aram af rimti Friction Frame Soils Assign The Assign frame contains a list of
113. dow for concrete or steel reinforcements the list of materials then serves to select the desired material e the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal and transverse steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame 177 Geo 5 User s Guide Fine Ltd 2007 TF Geo 5 Piles Do WHelo Date Geo SHasspaulka_South ecin slope part T a Pi Edi Input Aneto Pehoee pim Hl Dia oe hn MBeagt OOO Shage H censtrection lt Z i 2300 Hint Material of struchure mtma Lowen rence Ciapa es Hm S220 s Mid mna pr rar Frame Material Water incompressible subsoil The Water 1S frame serves to specify the depth of ground water table and level of incompressible subsoil The values can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The influence of water is manifested by the change of ground water pressure The incompressible subsoil cuts off the influence zone below foundation and also influences reduction in settlement 178 Geo 5 User s Guide Fine Ltd 2007 T Geo 5 Piles Do WWele Wate Geo Hasspaulka_South ecin slope pari Via Dee ay m MBAR G0
114. e Rows beginning with symbol are ignored Import will be added to the list of loads 162 Multiplier 1 00 7 top L0H y LD OK Cancel Geo 5 User s Guide Fine Ltd 2007 Dialogue window Import of loading The program allows for importing data from an arbitrary text file TXT All rows in the text file marked at the beginning by a semicolon are ignored by the program The figure shows a listing of imported data where values of individual forces start in the fourth column E Import of loading Sele File k Support reactions nodal values Linear static critical or all combinations Group of nodes 1 22 Group of serwiceahili ombinations 1 20 support node comb y My kNm n O O 1 1 L L 1 L L L F FFFFFFF G 1 oon E LP Example of file Import of loading Geometry The Geometry frame allows for specifying the foundation shape The selected shape with graphic hint Geometry chart of inputted values is displayed in the left part of the frame The values can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Foundation type and its thickness are specified in the Foundation frame The program automatically computes the self weight of both foundation and overburden above the foundation The foundation self weight is specified in the Material frame Providing the analy
115. e Windows environment The programs Support operating systems WIN 98 WIN 2000 WIN NT and WIN XP The minimum hardware and software configuration corresponding to class of PC PENTIUM III with 128 MB of operating memory and minimum resolution of graphic adapter and monitor of 1024x768 pixels with 256 bit color range is required Recommended configuration corresponds to a class of PC computers of Pentium 4 512 MB of operating memory Window for application The program is launched in standard dialogue window containing all managing tools typical for the Windows environment minimizing maximizing and closing the application window oe Geo 5 User s Guide Fine Ltd 2007 The window header displays information on currently executed task file name and location see figure en E Geo 5 Block wall D Help Data Geo5iHanspaulka part IV 27 11 2004 ppz SEE File Edit Input Analysis O a i mu r fn m Managing tools of window for application Eu u En r The desktop constitutes the window of application It includes the control menu horizontal tool bars space for graphic visualization of the executed task and vertical tool bars to select individual inputting modes to specify the task The bottom part of the desktop displays frames that allow the user to introduce various input parameters into the task Location of individual elements on the desktop is evident from the following figure IE Geo 5 Hiock well D
116. e button for specifying theterrain Shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain Shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcharge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specified as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pressure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure 151 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Galton wal G Help Wels Geen pemk sarl P 4E UT Pie Edi Input Anat Pho Options Hap D ae a Ba By B OM Stage censtrection lt Z i 2001 ape X 84 aa Chart of pris Apres of Teens on Penni Pace Aman lyp at es a Kerfi Fray oir LM nl f LM m ay LW n zam h nm ra f 000 ramt Frame Front face resistance nputted forces The I nputted forces frame contains
117. e depth of a construction ditch and by pressing the button to select the shape of the ditch base The selected shape with a graphic hint Parameter chart appears in the left part of the frame The dimensions of a structure can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The frame also allows for specifying surcharge acting on the ditch base or a thickness of made up ground of new soil below the ditch base the soil can be selected from a combo list containing soils inputted in the regime Soils When introducing the made up ground with brace sheeting it is assumed that there is a sheeted structure in the location of made up ground i e all pressures are acting on the entire width of a structure as above the construction ditch base 66 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Sheet ap check DOW e SH eee eina eari _ Poa Pie Edi Input enayi Piura Options Hap DOM UR m Aa jg a E i E E Stage H censtrection op 22 i alu ie ie Chart ot prs Terrain De bi Depth ditch h 5 00 n z 2 nl y l LM r LH Taran surcharge fm O00 hPa im r i Loring of oo Pze m Ciam FE Cier h high oa vary hgh plates Lasur hiiren jA r Frame Excavation Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is disp
118. e foundation soil bearing capacity is not computed footing Visualization of results can be adjusted in the Setting visualization style dialogue window I Geo 5 Block Well E Help Wale Ges ram pasika pari W 47 VT 2004 2 Pie Ee Input Aneto Pehoee Opto Hep Cee oe BAe ODO se Sage H carem o gt Z i QE Promt I Garratry E Froris amp Bili R asig Teran A aber J Surcharge oof FF umarc D Ippadi H erha Ta Sting E aan dn bear can m Cabirin of bearing capeciy of foundadicn ocd prs reat bearing Capa of furan z T Culkculatu oe capi of Foundation ocd using propan Spread Foor postin Dan cake Perea on ike PCR E BO HHL Dariy capacity of found und Rj l kPa Frame Bearing capacity Dimensioning The Dimensioning frame allows for verifying joints between individual blocks of a wall The Joint above block No field serves to select the desired joint subjected to verification analysis The verification against overturning and translation is performed in the same way as for the entire wall friction between blocks and cohesion of a block material are inputted in the frame Geometry Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be specified The resulting forces are displayed on the 143 Geo 5 User s Guide Fine Ltd 2007 desktop and are updated with an arbitrary change in data o
119. e imported From standard rastr or vectorial picture Files lt nok put in Delete OK Cancel Dialogue window About company tab sheet Company logo 240 Geo 5 User s Guide Fine Ltd 2007 About company Basic data Company loga Employees IF you provide the company employer you will be able to C select her him From a list instead of Filling the employer name James Baker John Brown Add Modify Remove Cancel Dialogue window About company tab sheet Employees 241 Geo 5 User s Guide Fine Ltd 2007 Fine Ltd 2007 Www fine cz DAD
120. e in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 68 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Sheet ap check kH Geo Sess pauls _Sheeting_part_Jiee2 Pi Edi Irga enep Pehoee pim Hep DOM UR m e e 3 a EODE Stage H censtrection op 2 i SE ae F E Chart of panniers TEP A babe k T i E B GAT behind coat i a ra h alaa TAT inari of oray Fiz m 10 rs ti Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing surcharge is performed in the New edit surcharge dialogue window The inputted surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter
121. e lines in the cut appear partially above the terrain A table listing individual interface points is displayed in the left part of the fram e Inputting an earth cut interface follows the same steps as used for standard interfaces An open cut cannot be specified in the first stage of construction An earth cut cannot be built if there is an embankment already specified in a given stage in such a case either a new Stage of construction must be introduced for earth cut input or the existing embankment must be first removed 80 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Stability a aleges Do Wele ats Geo Haapala h T ch g lag V gr Fle Edi mi Path Settings Hep Poem Anne babs Gg Ereboarbanend ei Earthy cl Frame Earth cut Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Slope stability These characteristics are further specified in chapters Uplift pressure and Foliation An input of parameters further depends on the selected type of analysis effective total stress state which is set in the frame Projekt tab sheet Analysis Geo 5 Stability af clogs Do Wei ete Gea Manga zam T ch p alae W pszi Fie Edi mi Pitta Settings Hep
122. e pressure appears next to the table if introducing water using isolines of Ru interfaces or pore pressure respectively Pressing the button with a blue arrow next to the input field opens the Coefficient Ru or Pore pressure dialogue window to enter the desired value It is advantageous to input all values at once using the OK T and OK 4 The value of a given quantity found in a specific point between two isolines is approximated by linear interpolation of values pertinent to given isolines The first the most top one always coincides with terrain it therefore cannot be deleted The ground water table or table of suction respectively is specified as continuous interfaces which can be located even above the terrain If the inputted data in individual stages are different the program then allows for accepting the data from the previous stage of construction by pressing the Accept button The program further allows for specifying a depth of tensile cracks filled with water 86 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Stability af aleges hH ate Geo WiHamagaulka ah Taa lage V gr Fle Edi mi Fibre Settings Hep DEH Bah Rane ahs Crmatructien stage BB i zi 31 4 v ee ae E kal ee lt MY Mk P a d d a iila x A adii RAL Madan lh b e r A Boze water ve GAP and suction BR Subshhuts EI ody p PH E Frame Water Earthquake The Earthquake fr
123. earing capacity The stress in the footing bottom assumed constant is derived from all verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearing capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Cantilever wall The program Spread footing must be installed for the button to be active e Do not compute pile The foundation soil bearing capacity is not computed footing Visualization of results can be adjusted in the Setting visualization style dialogue window E Geo 5 Caniiieyver well E He lpia pes iam paska pari 1 aar Fia Edi irp nech Pho pim Hep Cee oe Bao E k Silage H centration lt
124. ection The assumed selection can be also changed by pressing the desired row number Buttons with numbers are pressed The Add button opens the corresponding dialogue window for inserting the table data If the list of data in the table is empty then all input fields in the dialogue window are empty If the table contains some already inputted elements then the input fields are filled with values taken from the current table row an arrow is positioned next to the row number Elements rows are inserted in the table by pressing the Add button in the dialogue window New data are placed at the end of the table Individual rows are edited with the help of the Edit button Only the row marked with an arrow see figure will be edited regardless of other selected rows in the table Some of the dialogue windows allows for editing a group of selected items using the Edit selected button It is therefore possible to modify values in more rows all at once Always the selected rows are edited The Remove button deletes all selected pressed rows More than one row can be removed at the same time If not item is selected the program deletes the current row marked with an arrow It there is among rows selected for deletion a row which cannot be deleted e g starting point of a structure the program stops the deletion process Gerr F Surcharge Name Type new change qi qy f umit CT ae C NN aaa ms lsucharge pomt ano
125. ed as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pressure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure Ao Geo 5 User s Guide Fine Ltd 2007 m Geo 5 Gravity well E Helpa Ger anm peaike_wall_1_pert_l el Pie Ect Input Anatpem Picture Options Help DFR YR meas OOO Stage censtrection lt Z i n Z at mat Sal Clam Pa Chary rathihigh or vary high plants he Cec r Frame Front face resistance nputted forces The I nputted forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force Geo 5 dialogue window The inputted forces can also be edited on the desktop with the help of active object Gravity well E Helpa Geetha peaike_wall_1_pert_l pi Pie Edi Input Anat Peto Options Hap CFR Oe hh AAAs OOOs amp Stage censtrection lt Z i Frame Inputted forces 128 Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake Ge
126. ee vee kE HA EE E ib Aw 4E T n o O T l ami EE Project man n Interface m KRJ K AKE t UIA C Wam EI KE 230 000 71 000 E rater Baa tes Ge hie nical sort hoped Ane pats don dan n ro a n i r Frame Analysis Program Svahovky Projekt R m Projekt je ur en k zad n z kladn ch dat o loze a k celkov mu nastaven v po t programu Z lo ka Projekt obsahuje vstupn formul pro zad n daj o zadan loze tzn informace o projektu jeho popis datum atd 191 Geo 5 User s Guide Fine Ltd 2007 V z lo ce Projekt Ize tak p ep nat jednotky metrick imperi ln V z lo ce Zemn tlaky se vol z kladn teorie pop pad normy podle kter ch bude loha po t na xl Projekt Zemni tlaky Projekt Akce Terasy Hanspaulka st Ji n svah IV Popis Op rn st ny 2 6m Cast Iv Odb ratel Nov a Rousek Spol s r o Autor Ing Petr Novak Datum 22 3 2004 System jednotek R m Projekt z lo ka Projekt Geometrie R m Geometrie obsahuje tabulku se seznamem sek tvo en ch svahovkami Pro ka k sek se zad v mno stv sklon a typ svahovky norm ln velk vodn V ztuhy R m Vyztuhy obsahuje tabulku se seznamem v ztuh V dialogov m okn Nova vyztuha se pak zad vaj um st n v ztuhy a parametry v ztuhy d lka p esahu nosnost na vytr en
127. eet_ piz Pi Edi Input enayma Pictures Options Haig Dee oe RMA S PODAT Stage H censtrection o gt 34 i Hes Beh ee nO Zk E Pln ked pearance Ry 190 00 ra 190 00 Fas Frame Material Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 122 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Gravity well E Helpless Geen paska wall 1 p st IW plz Pie Edi Input Anatpem Picture Options Help OFS Mm MRA ODO Stage censtrection lt Z i The frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Gravity wall These characterist
128. eft part of the frame Water parameters h1 h2 can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 44 Geo 5 User s Guide Fine Ltd 2007 F Geo 5 Easth pressat Mi GEOS Wesabe pesn IN ZT A 004 pr Pi Edi Irga Ante Fichurmu Optio Hl Dee UE m2 BAR A 0 PODAT Stage H censtrection op 22 i X E K Chat of panniers TEn AS babe ek T E GWT behind coat he LM re h TAT infront of corey Fig m 10 rs a Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dime
129. elp Wais pes iani peska sari P 4 VU JU paz Fia Ee Input Antec Pehoee Optio Hap DF oe Bat OOo se Stage H cenetrectiog oP i aff PP rumu i Appiedtarcee H rtu 2 mi E trn dn m f a o o f e hl A we Chart of pris TT d r Ca arse BY el oe fy aL et ousl Od zelo nj a LOD n Managing tools of window for application Control menu Selecting an item from the menu is performed by clicking the left mouse button or alternatively using keyboard by pressing ALT underlined letter in the selected menu item As typical for the WINDOWS environment some of the options in the menu can be replaced with the buttons on individual tool bars or with abbreviated com mands entered through the keyboard providing it exists it is displayed next to the command in the menu e g Save file CTRL S Some of the options in the program can be set only with the help of menu e g program Options 9 Geo 5 User s Guide Fine Ltd 2007 m Geo 5 Cantilever wall D Help Data GeoS Hanspaulka__part_3 guz eles Analysis Pictures Options Help T L i Pr S a Project 5 t Stage of NY i j Material Profile oe Te E E Ea ee a Soils Ba Assign ee Ground S Water E Surcharge os Resistance on front Face jR Applied Forces Earthquake Sus Settings Add stage of construction j Remove stage of construction Current construc
130. en the dialogue windows that include hints for individual parameters A given dialogue window allows for storing inputted parameters for a given layer in the table by pressing the OK button Analysis results can be displayed in the right part of the desktop The In detail button opens the dialogue window containing detailed listing of the verification results The analysis results are displayed in the right part of the desktop Visualization of the results can be adjusted in the Setting visualization style dialogue window 180 Geo 5 User s Guide Fine Ltd 2007 M Geo 5 Pies 0c Welo Date Geo StHesspaules_ South tecin slope rii W sa Pie Eo Input Ante Pehoee pim Ho Dm oe RZA O OOS Stage H censtrection lt Z i radu k berate cores keci m barak zk rad hrad irena n iM io Frame Vertical bearing capacity analysis according CSN 73 1004 Vertical bearing capacity FEM The Vertical bearing capacity frame allows for verifying the pile vertical bearing capacity The analysis is performed automatically when swtiching to this frame More computations can be performed in the frame The verification can be performed either for individual loads or the program finds the most critical one can be selected from a combo list The analysis is performed with the help of finite element method The results are automatically updated whenever one of the analysis parameters Max
131. eometry Anchors Fine Ltd 2007 Geo 5 User s Guide Props Supports Pressure specification Terrain Water Surcharge Forces Earthquake Setting Analysis Program Sheeting Check Project Profile Modulus of subsoil reaction Soils Geometry Adding and editing section User catalogue Assign Excavation Terrain Water Surcharge Forces Anchors Props Supports Earthquake Setting Analysis Internal stability External stability Envelopes Program Slope Stability Project Interface Embankment Eart cut Soils Rigid body Assign Anchors Reinforcements Surcharge Water Earthquake Setting Analysis Constrains on the optimization procedure Height multiplier Program Cantilever Wall Project Geometry Material Profile Soils Assign Terrain Water Surcharge Front face resistance Inputted forces Earthquake Base anchorage Setting Fine Ltd 2007 Geo 5 User s Guide Fine Ltd 2007 Verification 103 Bearing capacity 104 Dimensioning 104 Stability 105 Program Masonry wall 106 Project 106 Geometry 107 Material 107 Profile 108 Soils 109 Assign 110 Terrain 110 Water 111 Surcharge 112 Front face resistance 113 Inputted forces 114 Earthquake 115 Base anchorage 115 Setting 116 Verification 117 Bearing capacity 118 Dimensioning 118 Stability 119 Program Gravity Wall 120 Project 120 Geometry 121 Material 121 Profile 122 Soils 123 Assign 124 Terrain 124 Water 125 Surcha
132. eoretical part of this hint Dimensioning of the steel reinforced concrete structure is performed according to the standard set in the frame Project Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be specified The resulting forces are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window Geo 5 Gravity well E Hel piles Gehan paska wall 1 past IW piz Pi Eo Input Anetpe Pehoee pim Hl DM oe m MBAR A PODAT Stage H censtrection op 2 i _ Bim cata Crec widths Lo p Br zm w Rear ame of En ar EDAH mm hearted amar zh e an if MRS mem Wal jamp check i ALOE E are DESTOS P hel p ES CORP Ta Frame Dimensioning Stability Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Gravity wall program 162 Geo 5 User s Guide Fine Ltd 2007 Shady of
133. ep Dee oe 2 E A S P ODE T Stage w censtrections np ZZ 1 2 Sure hela O Aagibuda Surch oa change J Gy F ih na Frame Surcharge Front face resistance The Front face resistance frame allows by pressing the button for specifying the terrain Shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain Shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcharge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specified as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pressure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure DD Geo 5 User s Guide Fine Ltd 2007 Geo 5 Aleteent E Pragam Fils AF MEVGeo Shenae EM pa Pi Ect irgu Anatpem Pictures Settings Haig DFR en meas OOO Stage censtrections Cp ZZ ri 2 X aha a 8 a Chart of paris Paparesher F
134. ers This function is important when copying the profile from program Terrain 108 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Maseeey wall 0 FelpHamsgaulka past A prm Pie Edi Input Aneto Pichu Settings Hap Cree be meanest OOS Stage H censtrections Cp ZZ i Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Cantilever wall These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure Geo Maser well D Help hHeap a am Pies Edi irgu Aneto Pech Satire Hap D F a Ge Be ma ZA O OBE Stage H oa cp Ze i Hram alt comsisteecy fie Lindt aighi Tram Angi inert rc coher of sod Angle of Freon str ZM Zd und ahi Frame Soils 109 Geo 5 User s Guide Fine Ltd 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein Gee 5 Ao i Weel E el hama ules pert_3 arm Pi Ed irp na
135. es 154 Geo 5 User s Guide Fine Ltd 2007 Three basic analysis options are available in the frame Input the foundation soil The input field serves to specify the foundation soil bearing capacity Compute the foundation soil bearing capacity using the program Spread footing Do not compute pile footing bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity Pressing the Run Spread footing button starts the program Spread footing that allows for computing the soil bearing capacity or settlement and rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Gabion The program Spread footing must be installed for the button to be active The foundation soil bearing capacity is not computed Visualization of results can be adjusted in the Setting visualization style dialogue window dokon of bearing capacity of Rounalation snd E rest being capacity of Foundation mail E Geo 5 Gal on well 0 HelpWlals Gest am peska pari P JE 17 100 spa Pi Edi Input Aneto Pehoee Optio Ho n A oe mB Raoet OOO k Stage w censtrection oP 22 i 2 Praimrt GT Matrial wt V E Pro
136. es Dowel ate Geo Haapala h_ag lape V gr Fle Ei mi Fibre Settings Hep ed E c heh BAD st Boas amp Crmatructien stage BS fi 2 31 4 Frame Reinforcements Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively All inputted parameters of a surcharge can be modified in the construction stage where the Surcharge was specified Only the surcharge magnitude can be modified in all subsequent construction stages option Adjust surcharge Influence of surcharge on stability analysis of slopes is described in the theoretical part of the hint 85 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Stability af slags DWH ete Gea Manga zam T ck j lage F geri Fle Edi nmi Piura Settings Hep Ceo Ta G h aeons Boose Crmatructien stage B i zi 31 4 E ua ua N a a k i lo o A d o Ro A a Da ttt ba tt at ai et ba o mi Sie Frame Surcharge Water The Water frame serves to set the type of ground water table Five options to specify the type of water are available from the combo list Inputting the ground water table or isolines respectively is identical with the standard input of interfaces A field for specifying a value of coefficient Ru or por
137. essing the External stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Sheeting verification program E iran iy ol Hopr Seen checi Pia Edt bpt Fiche Sati Hap ten BQO OOOS Contraction stage pij i i 0 oe ice B Jintestace 2 gt Geo 5 User s Guide Fine Ltd 2007 Frame External stability Envelopes The frame Envelopes allows for displaying an envelope of internal forces and displacements from all analyses stages of constructions By default the envelope is constructed from the results from all construction stages It can however be created only from the selected stages pressing buttons selects the constructions stages that are used to generate the current envelope The program makes possible to construct more envelopes with various combinations The maximum internal forces and displacements are displayed in the right part of the frame Geo 5 Sheet ap Check DOs Ge Tanpa lka Sherina Bari Tae Pi Et Irea Anat Peto p ru e Da i amp amp t n g Stage H censtrection o gt U 2 1 4 E Bemi error i Bii i Hra 10 rar bii DORE P 1 25k Pri 104 02 Hra d Pisa
138. essure below foundation The incompressible subsoil cuts off the influence zone below foundation and also influences reduction in settlement 167 Geo 5 User s Guide Fine Ltd 2007 cea 5 Spread Toasting E Hel paa DOP Genet za Pi Edi Input enep Fkiume pim Hep Dee M E m MBAR A S a E i Ta Framrt E Pro ia ZS Sala BA asig BE Pourdation i Load 1 Garris gabei GT Matrial C ETER g Water HA ja mm El wats EE mi Ls Ej Deraraiar ny E F Ground vaste Addi pict Daph Priors ihs e kit opus ZED F GT ebci O a ngese bool Depth Pros thes orignal Az fin Pick kat Frame Water incompressible subsoil Setting The Setting frame contains basic settings to assess the footings The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed An arbitrary analysis setting is available with the option User setting Selecting the option Safety factor allows the user to specify in input fields own values of the factor of safety for vertical and horizontal bearing capacity Selecting the option Limit sates allows for specifying individual values of the coefficients of reduction of soil parameters e g recommended val
139. essure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure 199 Geo 5 User s Guide Fine Ltd 2007 E Gea 5 Block well 0 Hel pWlata Gee Han peetke_parit_M_7i Pi Ect Input enayma Pictures Options Hap Creo m A gagy ODE Sage H oor o gt Z i Chart of praarturu Pararmatrau of resistence cri frank fara Puma bpm Tal r Ped L am FI Gran n h WEB r r DDD pa Frame Front face resistance nputted forces The I nputted forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects E Geo 5 Block well D Help Wate Ges Ham peska p ri W JI Pi Ect Input Anatpem Picture Options Help Dee UE m AZAGA OOO Stage censtrection lt Z i Frame Inputted forces 140 Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake I Geo 5 Block Well D ela Gee Ham peska pari W 47 VT 2004 saz Fia Ect irp Finem Pho Opt Hap Dee lo RZA O OOS Sage H centrat
140. f reinforcement overhang length anchorage length bearing capacity against pull out reinforcement strength and material characteristics self weight shear resistance between two blocks cohesion The program allows for adding inserting another block in between two already existing blocks of a structure Inserting a new block is performed in the Insert block dialog window that complies with the New block dialogue window The inserted block is ordered such to proceed the currently selected block of a structure The inputted blocks can be further edited on the desktop with the help of active dimensions or active objects double clicking on a structure opens a dialog window with a given block When using the regime of active objects the visualization of detailed dimensions must be turned off in the Setting visualization style dialogue window I Gea 5 Hiock well Helpa pes Hanmi peska pari PW 4 11 A004 sax Pi Edi Input enep Fichurmu Opti hHeap D F oe mA Rat OOO Stage censtrection lt Z i A st E Pros E Sas Bd anig eo Tarren gy Mater J Surcharge wll PP ramub rca i appiedtarcoe Oe j ph erica lied ia r ane b n him bim c im a n ee Fa i ra Cre tg Deb re F keira E E E a ee ee eee eee Frame Geometry Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layer
141. f oedometric modulus o Using structural strength With the help of compression constant Using percentage of geostatic stress With the help of compession index NEN Buissman Ladd Soft soil model Janbu theory Analysis based on DMT Project Analyses Type of analysis Analysis For drained conditions W Type of analysis Vertical bearing capacity analysis Standard approach Settlement analysis Analysis using oedometric modulus CSN 73 1001 Settlement analysis Restriction of influence zone based on structural strength W Frame Project tab sheet Analyses Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The Z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 158 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Spread fosting 0 Helpiaia esem 79a Pie Edi Input Anat Phos Options Hap DOM oe m B AA n P OOO Stage opet lt Z i
142. f pore pressure in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 224 Geo 5 User s Guide Fine Ltd 2007 IG Geo 5 Ma E Helpless em ple_ T j Pie Edi Input enayi Pictures Sathings Hain Cero oe m MBDA 0 OOS Stage H cencivections gp Z i X se Chat of peer Graured paler bab pHi B GAT behind coratruction h 40 r k Lok at hooking botinen dus be d ATF ret enid Tarai cach Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of
143. g capacity neither for compression nor for buckling s Geo 5 User s Guide Fine Ltd 2007 I Geo 5 Sheet ap check DOU ee Ge SH ee ba eina eari _ Pome Pie Edit Input enayma Obr zky Options Haig Dm Dkm PRA R OOS Stage opet lt Z i Frame Props Supports The Supports frame contains a table with a list of inputted supports Adding editing Supports is performed in the New support Edit support dialogue window The inputted Supports can also be edited on the desktop with the help of active dimensions or active objects respectively You are asked to specify the support type free fixed and spring and its location The Support is inputted automatically on already deformed structure obtained from the previous stage of construction In subsequent stages the supports can no longer be edited The only action available is the introduction of prescribed forced displacement in a support 270 Geo 5 User s Guide Fine Ltd 2007 f Geo 5 Sheeting check HH ete Geo Hagai ka Sherine sari Jaar Fim Ect Input Anatpem Picture Options Help Dee oe me aa o ODO eS Sage H censtrection oe 22 i A ee Frame Support Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake
144. g capacity or settlement and Spread footing rotation of a footing Pressing the OK button leaves the analysis regime the results and all plots are copied to the program Cantilever wall The program Spread footing must be installed for the button to be active e Do not compute pile The foundation soil bearing capacity is not computed footing Visualization of results can be adjusted in the Setting visualization style dialogue window Gee 5 Ae i Weel E lp a pert_3 arm Pie Ee irgu Ante Pehoee Bat em Hep DF oe Bat OOo se Stage H circa nn ZZ i 2 lin of bearing cansciby of Fonk od 1 rt barca of EN el isilla Caki Ges rire y a Pouch kody pod urine COE Esper Peper ECCERIRBCINY SATISFACTIE a es Dont ckise foison on pila FATH ZA SAT See Tin m i Pign Bearing capacity of found snd Ris 100 00 Pa Frame Bearing capacity Dimensioning The Dimensioning frame serves to design and verify the reinforcement of wall cross section the cross section subjected to dimensioning is selected in the combo list e Construction joint verification the number of a joint between masonry blocks is inputted 118 Geo 5 User s Guide Fine Ltd 2007 e Wall jump verification type of assumed stress acting in construction joint for verification linear constant can be selected in the frame Project The wall is loaded either by the active earth pressure or by the pressure at rest depending on the se
145. ge width e fits the page to a maximum width of the document dialogue window Page this item appers in the menu only if the document has more than one page First page e shows the document first page Previous page e shows the previous page Following page e shows the following page Last page e shows the document last page Tool bar Print and export The tool bar of the Print and export document and Print and export picture dialogue windows contains the following buttons jk A Scheme colour BS a T gt dih IT Tool bar Print and export Individual buttons function as follows Save as e opens the Save as dialogue window that allows for saving the file in format PDF or RTF Print e opens the system window for Print ik Page properties e opens the Page properties dialogue window that allows for specifying the page style size edges orientation a Header and e opens the Header and footer dialogue window footer that allows for inputting the document headers and footers Scheme colour Color style e determines the style of picture view color gray scale black amp white Ez Copy e copies the selected picture text to clipboard parameters are set in the Options dialogue window tab sheet Copy to clipboard G First page e shows the document first page amp Previous page e shows the previous page ct Next page e shows the following page gt Last page e shows the document last page
146. h the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain DBT Geo 5 User s Guide Fine Ltd 2007 E Ge 5 Mell 0 Helpon Geel sem ple_ 1 je Pie Ect irgu Anatom Phos Settings Hain Do a oe mla 0 P Oost Stage H censtrectiogs nn ZZ i Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Nailed slopes These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure Geo 5 Mai Eel pha Ges bein jil ITa Pie Edt Input Anathem Pikima Satine Hap Dee ae hn ROA 0 et OOS eS Stage H censirections gp ZZ i Sol chypr p berny Clas Fi fen Ce cy Lind ig T 19 00 ter A gi Seale elfecties r Angie oF intern fritir m I m Cohr of ad Gre 6
147. he Analysis tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem x Project Analyses Project Task Terraces Hanspaulka Part South Facina slope IW Marne Support part I v Customer Belltrade LTd Author James Baker Date 22 9 2004 Design of concrete constructions Analysis standard CSN 73 1701 R Stress For projection dimensioning uniform F Frame Project tab sheet Project Project Analyses The Project frame Analysis tab sheet contains basic analysis settings Three variants are available for the analysis of vertical bearing capacity of shallow foundation foundation on drained subsoil foundation on undrained subsoil and foundation on rock subsoil The Analysis method tab sheet then serves to choose the analysis standard or solution procedure respectively based on the selected variant Options to determine the foundation vertical bearing capacity Analysis for drained conditions Analysis for undrained conditions Foudation on rock subsoil analysis e Standard approach e Standard approach Standardn approach CSN 73 1001 CSN 73 1001 CSN 73 1001 PN PN EC e ls e S e EC7 e EC7 157 Geo 5 User s Guide Fine Ltd 2007 Options for settlement and foundation rotation Options for determination of depth of analysis influence zone when computing settlement With the help o
148. he specified soil is inserted into the list of soils by pressing the Add button Add new soils Identification Draw Marn Class F1 Gravelly slit Batten Class Fl consistency very stiff and color Basic data Desktop Bulk weight y 19 00 kin Stress state effective F Angle of intern Friction kf 29 00 Cohesion af soil Cts kPa Angle of Friction struc snil Pressure al rest Soil icohesionless Classification Classify Uplift pressure Delete Calc mode of uplift standard Bulk weight of satur soil eat kM rn Add Cancel Dialogue window Adding new soils Soil classification Approximate values of soils can be obtained from the catalogue of soils according to CSN 73 1001 standard Foundation soil below spread footings The combo list serves to select the desired soil and specify its consistency or compactness respectively The soil parameters obtained from the catalogue appear in the window D5 Geo 5 User s Guide Fine Ltd 2007 Classification of soils Classification consistency density Soil classification F3 Sandy silt ba Consistency Very stiff consistency hard to deform by hand squeezing Standard characteristics of soils Class F3 consistency very stiff Soil parameters Mark Poisson s ratio u Bulk weight ny Deformation modulus E tel Effective parameters Angle of intern Friction Cohesion of soil Total parame
149. he user profile of visualization style In such a way an arbitrary number of user profiles of visualization styles can be defined The list of such profiles can be accessed from a combo list already containing implicitly predefined profiles black and white background or a view manager can be opened by pressing the button on a tool bar that allows for editing the profile The buttons Up and Down serve to move within a list of the user defined profiles Style manager Name Descript Remove Black background Standard scheme White background Standard scheme User settings user defined White background Properties OK gt Close Dialogue window Style manager Frames The frame is a permanently opened window in the bottom part of the application window Frames are changed depending on the input data regime of a given task selected from the vertical control bar The frame may contain the following items table combo list fields for inputting data h1 h2 and command buttons The function key Tab together with cursor arrows for moving within the selected element e g combo list and in case of command buttons the corresponding underlined letter Add A are employed when selecting the data using keyboard 15 Geo 5 User s Guide Fine Ltd 2007 X Pore pressure input In Front of structure Behind structure Table o Table of Edit Bulk weir Bu Remove Frame contr
150. hint chapter Distribution of earth pressures for broken terrain 96 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Cantl evei well C Helped Ges Hanipah pari I gmz Pi Edi Input enep Fichurmu pim Ho DH URL m BARA S PODAT Stage censtrectiog lt Z i a ajA ma adns ds Chart of perro Terrain par ra Ertar reart argh d S r i B haj W sipa am 50 D Sopa area l Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the fram e by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in base of footing joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z a
151. i L ee Klagt FE Gravely clay a n ra 1 tom rea ates Arga of intern itir m mH am of md co E Fa Angie of frickin TLC B fm l Chass FZ eae cla pohani Buk E of Lr cl T LL Hin Frame Soils 95 Geo 5 User s Guide Fine Ltd 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein Geo s Cantl evei Wel D Helpu pea Ham paska pari I az Fi Edi irgi enep Pho Opi Hep Dee E m2 BRA O E E kE Stage H e o gt 2 i aF hur Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the
152. i zl 1an j 7 ti Hin T ingest Er rrari CEFA oer fara BZO Hama ISIE Parn porat amor nd p ere Aug LL HF a IEEE Ps Frame Material Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 206 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Abotmenit Cream Files MEGS Weed LEH ae Cee ae nO AN O OOS i Stage censtrections Cp ZZ ri 2 Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Cantilever wall These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressu
153. i Values W Values Coefficient 0 200 Dialogue window Settlement results visualization setting Setting color range The color range is an important tool providing a lucid way of visualization of results The program offers two predefined types of color ranges Uniform and Across zero Both ranges have a moving minimum and maximum value and predefined colors The minimum and maximum values are automatically regenerated whenever the variable or a stage of construction is changed The Uniform range means that colors are uniformly spread from the minimum to the maximum value The Across zero range draws the positive values using warm colors yellow red while cold colors green blue are used to represent negative values The program allows for introduction of user defined ranges with both the fixed minimum and maximum and the moving minimum and maximum A user defined range is spec ified in the Scale color definition dialogue window The range is always defined for the current unit e g kPa m when switching the units the program always adjusts the range particular for a given unit 140 000 160 000 180 000 200 000 220 000 AEL OC 245 775 Ra Assign Poy Surcharge S water eu Settings EA Analysis lt 0 000 kPa a 248 775 kPa gt Uniform F joz Control units of a tool bar Ranges The following control units are available to manage ranges Unif
154. ibed in the theoretical part of the hint chapter Influence of surcharge 98 Geo 5 User s Guide Fine Ltd 2007 E Geo 4 Caniiiewer well C elpa a Han peska pari 4 pmz Pi Edi Input enep Fkium Opti Ho Dee oe 2 MRA P ODAEO Stage H censtrection oP 2 i Frame Surcharge Front face resistance The Front face resistance frame allows by pressing the button for specifying the terrain shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain Shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcharge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specified as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pressure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure 99 Geo 5 User s Guide Fine Ltd 2007 T Geo 5 Canilewer wall C Hel paa Ger am
155. ics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure F Gea 5 Gravity well 0 HelpWala Gee ian peste wall 1 pas Wir Pi Edit Input Anatom Pictures Options Hain DFR eh RAs OOO Sage H contri o gt ES i Chess Fh Oly eth high g weep bigh ples bici p T Buk veer 20 EA Se les Arga of intern itir 2am am of md SAE ba Argia af frickin TLC aE l Pole u rata Buk agh of atu ad Frame Soils 1423 Geo 5 User s Guide Fine Ltd 2007 Assign The Assign frame contains a list of layers of profile and associated soils The list of soils is graphically represented using buttons in the bar above the table or is accessible from a combo list for each layer of the profile Procedure to assign soil into a layer is described in details herein Geo 5 Gravity well E Hel ples mes anm pama wall 1 pai giz Pie Ee Input Antec Pehoee Opto Hl Cee UE m BRA 0 P ODO Shige H ie lt Z i Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the fr
156. ils The frame Types of nails serves to specify a nail type in a specific table The strength parameters of nails can be either inputted by the user or directly determined by the program depending on the inputted data The table lists the following input data either inputted or computed tensile strength pull out resistance nail head strength per 1m 1ft 219 Geo 5 User s Guide Fine Ltd 2007 Fm Gea 5 Mell E Helpa e arm pl 1 e Fm Ect irgu Aneto Phos Settings Hap Cero m RZA 0 OTDaS Shape H oa Gp ZZ i fee Tee of ea Ha d Terci strength of nel Fpi F Compute Fadl charnabar d ma re Weld strength ofa Am S000 Fa Sahat fat Ld hal head strength jn Copak Sahaky fahr pm M Frame Types of nails Geometry of nails The frame Geometry of nails contains a table with a list of inputted nails Adding editing nails is performed in the New nail Edit nail dialogue window The inputted nails can also be edited on the desktop with the help of active objects The user is required to specify the nail depth depth of a bench from a given nail the next nail must be introduced as deep as to be located below the bench of the upper nail nail length its diameter and distance Geo 4 Mell Del pha ek mer plie I phi Cee oe 2 BRA O OOO amp Stage H oaa Gp Fo i l eal Br A s hy ra I re b r res eg g a a T JN T R T T T
157. imal deformation Coefficient increasing limit skin friction due to technology or Procedure determining influence zone bellow heel is changed Two options are available to determine influence zone below the heel By default the analysis follows the procedure described in the theoretical part of the hint in secton Depth of influence zone The second options assumes the depth influence zone to be set a k th multiple of the pile diameter During gradual increase of pile surcharge the depth of influence zone Is continuously changed from zero at the onset of loading to the k th multiple of the pile diameter when exceeding the total load The second method originaly used in the old verision GEO4 with the value of k 2 5 offers less accurate results and usually underestimates the pile bearing capacity Therefore a new option that allows for specifying the depth of influnece zone through anlsysis is offered and is also recommeded by default setting Switching between results is avaiable in the left part of the frame limit loading curve distributions of internal forces dependence of shear on displacement The shear displacement relationship is derived for a given depth measured from the pile head The results are updated whenever the depth is changed The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis VysledkyVisualization of results can be adjusted in the Setting vi
158. in the left part of the desktop The deformed shape of a structure together with overall pressure acting on a structure is then plotted on the right Providing the modulus of subsoil reaction is found by iteration it is necessary to check the course of iteration in the dialogue window Details are provided in the theoretical part of the hint Modulus of subsoil reaction determined by iteration I Geo 5 Sheet ap check DWH o SU eel eina eari _ tum 2 Pi Eo Irga enep Fkium Opti Ha Co M Gy By Hi ib Sie H e oe LU z Gl Gl Peia abyys crt yabazrza m epe icy Length of structure 6 oi Ei 0 hima bhima u Eh pear rieira i Defoe Hess Feat Are popet opak Laie Head of adr beries iig an bie die Hadem ra force ZTE E ela Fly i k m 844 47 kipaka Madem diarai BZ m me h Gerais Reaction ki n m Hi i a ij 1 kacha cee Frame Analysis modulus of susoil reaction earth pressures and deformations 75 Geo 5 User s Guide Fine Ltd 2007 m Geo 5 Sheet ap check 0 Wei Gets Geo SH _ Sherina sarni _ apr Pi Ect Input Anatom Picture Option Haig Da a Ge Be Gee i om Stage H censtrection o gt 54 U z 1 4 Gl ne C i Drier Tine Length of structure S 0m Bening moment Pze l m Sidi dik zd ioiii Pay TELE d m m rami Hi uj ihememwes inteedforces psta stresses Hek Aradu popet opi Pikima vaa of Inher E Ji Bek dj on e ie
159. inds the most critical one can be selected from a combo list The analysis follows the theory approach selected in the frame Project tab sheet Analysis The footing can be verified using either the theory of limit states or the factor of safety concept specified in the frame Setting The vertical bearing capacity analysis requires selection of the type of contact pressure general shape rectangle The shape of contact pressure is plotted in the left part of the desktop The horizontal bearing capacity analysis requires selection of the type of earth resistance that can be assumed as the pressure at rest passive pressure or the reduced passive pressure The soil parameters friction angle structure soil cohesion structure soil can be further reduced when computing the horizontal bearing capacity Detailed listing of the results is displayed in the right part of the desktop Visualization of results can be adjusted in the Setting visualization style dialogue window 169 Geo 5 User s Guide Fine Ltd 2007 Fi Edi Input Anateo Pictures Options Haig Dee UR m MRA PODAT Stage censtrection lt Z i Weriicabirm analysis of spread foshing bearing capacity LLE Cortical braisg c cherie E Froris apar ty Design bearing capacity of Found sod R m 3723 26 Pa Sos ExhBr P contact presare E 47040 iy Bi asig H Poundation i Load Lateral besing piy check z Hortronhel bami pety F 595 64 kx IE arra
160. ing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the fram e by inserting values into input fields or on the desktop with the help of active dimensions The combo list serves to specify whether the influence of uplift pressure of water due to different tables at the foundation joint is considered The uplift pressure can be assumed to be linear parabolic or it may not be considered at all When verifying the wall the uplift pressure in foundation joint due to different water tables is introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water E Geo 5 Gab wn Wel C el pW Ger ami peska parni Vf JE 17 _ apa Pi Edi Input enep F
161. ing visualization style dialogue window Geo 5 Abetment Ce reeram File ik BEG Sheed M ae Pie Ee irgu Fram Pehoee Sete ho Cee oe BEA ODE se Stage H ore cp ZE i El GT Matrial E Pure a Sod T Load ic Bo assign ae Taran c Wis E orca Al FF madas E ipp M Eth B iny E en of bearing capacity of Noundation sd EE variation Opni Bpwrace E raart bearing capaci of foundation nl Calculate bearing capacity of Foundation sadusing propa Spread Rooting a a oak E Doraraioring ee eee FOUNDATIONS SATISFACTORY ary abate ud picture Barin CA Total Let py Bemi capacity oP Nowa soa Ay mI Ps Frame Bearing capacity Dimensioning The Dimensioning frame serves to design and verify the reinforcement of abutment cross section the cross section subjected to dimensioning is selected in the combo list The table shows the abutment forces Offer of cross sections that can be verified depands on the selected load case construction service The following cross sections are available for both the construction and service State 216 Geo 5 User s Guide Fine Ltd 2007 e Wall stem verification e Construction joint depth of construction joint from verification construction top edge Is specified e Wall jump verification type of assumed stress acting in construction joint for verification linear constant can be selected in the frame Project The service state makes also possible to verify
162. int picture This dialogue window is opened from the control menu items Setting Options The Print picture tab sheet allows for setting the picture parameters assumed for printout or export in the Print and export picture dialogue window Options e the setting defines the picture frame and header If both options are checked the picture contains both the frame and header The Default button in the window sets original implicit values Options Options i Framed b Header Default OK Cancel 22 Geo 5 User s Guide Fine Ltd 2007 Dialogue window Options tab sheet Print picture Options input The Options dialogue window tab sheet Input allows for setting the Grid parameters and parameters of functions Back and Repeat This tab sheet is implemented only in 2D programs Slope stability Settlement Beam etc Grid e sets the grid origin and step in the X and Z directions Show grid e shows hides grid on the desktop Snap to grid e turns on off the snap to grid option using mouse when shifting the mouse the cursor Jumps over the defined grid a point off the grid can be specified by holding the CTRL key Horizontal rule e shows hides horizontal rule with a scale of distances on the desktop Vertical rule e shows hides vertical rule with a scale of distances on the desktop Functions Back and e turns on off the possibility of using these functions in Repeat the program
163. internal Friction angle imp 1 00 C Safety Factor Reduction coeff of cohesion Tne 1 00 nics M oben Reduction coeff af Poisson s ratio Vo 1 00 Reduction coeff of spec weight behind constr Yine 1 00 Reduction coeff of spec weight in front of constr 1 00 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability oF construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted in the Setting visualization style dialogue window I Gea 5 Heck well E Helps Gerani peska sari 8 Ar VI Pie Edi Irgat enep Pichormm Optio Ho n A lo 2 RZA O ODE k Sage H censtrection lt Z i db Promt Z Garratry E Froris E Sais RA anig fe Teran gy Maer J Surcharge wll PP ramab rca
164. introduced in terms of a special force The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressure in front or behind the structure at a depth of z z axis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 125 Geo 5 User s Guide Fine Ltd 2007 Geos Graii well E Hel ples Ger am paska wall 1 past IW plz Pie Edi Input Anatpem Picture Options Hap D F l l Rao OOO Stage H censtrection o gt 34 i ky GWT bahindcoratr h Lal n h E GWT infra of corer hpm L ra kpl in foot bothore due bo dit GATS rat cance Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direct
165. ion downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge 126 Geo 5 User s Guide Fine Ltd 2007 Gea 5 Gravity well E Hel piles Geom paska wall 1 past IW plz Pi Eo irp enep Fkium Opti Ho DF Ur 7 RZA O ODE Stage censtrection lt Z i Ta Framrt a e ie iey GT Mariai E Frois ih 5 BS assign a Terra z es JE Surcharge off FF resistance Ch apcted forces M earthquake soning E tence 11 Baer cap Ej Crararm Frame Surcharge Front face resistance The Front face resistance frame allows by pressing the button for specifying theterrain shape and parameters of front face resistance The selected shape with a graphic hint Parameter chart of inputted values are displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Combo lists in the frame allows the user to select the type of resistance and a soil the c ombo list contains soils introduced in the regime Soils The magnitude of terrain surcharge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specifi
166. ion lt Z i db Promt B rair E Pro ia Sala RA anig fe Teran gy Mater J ordag J FF marea Gh appes E Esih 2 m EH tnc ani E Bam cap Bi Z ee rn aba Paty of horirerd kr n Fad off verted pce grec O inig of ana j bini A pare ii Unkraes reader D Fram suber Frame Earthauake Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment Mres and the resisting Shear force Hes An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 sd Geo 5 User s Guide Fine Ltd 2007 x wall check Coefficients of reduction of soil parameters Calculation setting eduction coeff of
167. irp enep Pech pim Hap DOM URL m BA AU EODE T Stage H censtrection oP 2 i d LLLE EAA i iA A Chart of pagawe k a r Hj LI r i 2 3 h sm m wp 250 rs i rs asa m Frame Geometry Material The Material frame allows for the selection of material parameters for concrete and longitudinal steel reinforcements Two options are available when selecting the material type 93 Geo 5 User s Guide Fine Ltd 2007 the Catalogue button opens the Material catalogue dialogue window for concrete or steel reinforcements the list of materials then serves to select the desired material the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame The input field in the upper part of the frame serves to specify the wall unit weight T Geo 5 Cantl eve weal C He lpia Geen peska ri I smr Pie Ee Input Aneto Pho Optimum Ha Crete oe Raa 0 P OOO Slage H centration lt i 4 10 73 00 pHi Loren E ee Oe on Hyas ik i25 F Fii op m a Rj 75 00 MPa Raed 75 00 MPa NU Oo ea Frame Material Profile The Profile frame
168. is labeled as No 1 Adding editing blocks is performed in the New block Edit block dialogue window This dialogue window serves to define the geometry of a block and parameters of mesh overhang overhang length overhang anchorage bearing capacity against pull out The program allows for adding inserting another block in between two already existing blocks of a structure Inserting a new block is performed in the Insert block dialog window that complies with the New block dialogue window The inserted block is ordered such to proceed the currently selected block of a structure The inputted blocks can be can be further edited on the desktop with the help of active dimensions or active objects double clicking on a structure opens a dialog window with a given block When using the regime of active objects the visualization of detailed dimensions must be turned off in the Setting visualization style dialogue window 146 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Galton wal G Hel piles z sika sari M JE 11 Fia Edi irp fat Pictures Option Hap Cee oe 2 BRA O ODE Shaye H carem o z i _ 004 _p2 E M R oe JE MET w KV ee KKK eee K A O O Fabarial ic 1 TT ee i aa Frame Geometry Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to edit thicknesses of individual layers with the help of active dimensions Adding e
169. is settings User defined F Limit states F Coefficients of reduction of soil parameters Coefficient of overall stability Coeff of reduction of internal Frick angle rr 1 00 Coeff of overall stability of construction z 1 00 gt Coeff of reduction of cohesion ne 1 00 Coefficient Yme reduces tg of angle of internal Friction Frame Settings Analysis The Analysis frame displays the analysis results Several analyses can be performed for a single task The starting point in the slope stability analysis is the selection of the type of slip surface The input is available from a combo list in the left top part of the frame containing two options circular slip surface and polygonal slip surface After introducing the slip surface the analysis is started using the Analysis button The analysis results appear in the right part of the frame The type of analysis is selected in the mid section of the frame the circular slip surface allows two options the Bishop or Petterson method the polygonal slip surface is analyzed exploiting the Sarma method Based on the Settig in the frame the verification of the slope stability is performed using either the factor of safety concept or the theory of limit states Checking the box Optimize slip surface allows for optimizing either the circular or polygonal slip surface This step also activates the Constrains button pressing this button changes
170. kiorm gp ooo i U r R m Profil Zeminy R m Zeminy obsahuje tabulku se seznamem zadan ch zemin Zvl tnost t to tabulky je zobrazen daj o aktu ln vybran zemin v prav sti r mu P id n editace zeminy se prov d v dialogov m okn P id n editace zeminy V programu Svahovky se zad vaj charakteristiky zemin kter jsou bl e popsan v n sleduj c ch kapitol ch Z kladn data a Vztlak DFE pO m AB 20 0 OOS R m Zeminy wi Y Prirazeni R m P i azen obsahuje seznam vrstev profilu a k nim p i azen ch zemin Seznam zemin 193 Geo 5 User s Guide Fine Ltd 2007 je graficky zn zorn n pomoc tla tek v li t nad tabulkou nebo je p stupn z rozbaliteln ho seznamu u ka d vrstvy profilu Postup p i azen zemin je podrobn pops n zde 3 Pelabon zed LZE 10 2005 pa irea GEOTRCHM EA Hees paula fant W 47 T ub ke eke el Ciririp Haisan Agere DFE VO m B 200 ODO F ze isai Cp ZE i R m P i azen Ter n V r mu Ter n se stiskem tla tka vol tvar ter nu Zvolen tvar s grafickou napov dou Sch ma parametr zad van ch hodnot se zobrazuje v lev asti r mu Tvar ter nu Ize editovat bu v r mu vlo en m hodnot do zad vac ch pol nebo na desktopu pomoc aktivn ch k t Posledn volbou v nab dce je obecn tvar ter nu V tomto p pad r m obsahuje tabulku se
171. kiume pim Hap D F E EIL a e m e E ka See H censtrection lt Z i Ta Framrt GT Matrial Z Garren E Pro ia lu Be assign am Terra a tahoe JE Surcharge aff FF mime E ipede A Esrthyke AE iiny E aan dn Ej me cap Ej Cereraionny a Tity X lm Cheat of ob r na TEn AnS babe i r TAT behind conety ETO a GAT niari of cornet 10 m Upit ii Foot bion chum bo off vay reat Horna Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge Is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint 150 Geo 5 User s Guide Fine Ltd 2007 chapter Influence of surcharge Ei Geo 5 Gal on well 0 Piel pW Geetha paka pari Fl JE 17 2004 spa Pi Edi irp enep Pichu Optio Ho DeFeet OOS Stage opet lt Z i arch F mea hep m x n i mi b r ao oh uri Frame Surcharge Front face resistance The Front face resistance frame allows by pressing th
172. l f 3 ves surcharges Trapesiodal 1000 20 00 vjm Edit Remove if Table example Selection state of individual table rows corresponds to visualization state of objects on the desktop An object on the desktop that corresponds to the current row in the table an arrow is positioned next to the row number is implicitly displayed extra bold If the row is selected pressed the corresponding object is displayed in green Pressing the Remove button colors all objects selected for deletion red ae Geo 5 User s Guide Fine Ltd 2007 LZ U Li x Surcharge Mame Type Location eee ee sd m M S E 1 00 Trapesiodal Surcharge 3 Visualization of selected objects Marking objects using these colors is implicitly set This setting however can be modified in the Setting visualization style tab sheet Global Nastaveni stylu zobrazen D lt 24dne gt F st n eometrie Profil z zeminy a p i azen Ter n Voda Pritizeni E Kreslen neaktiynich prvk E barva Je Polo ka Kreslit Desktop Obr z pozadi v p Iv Ozna en pro smaz n wf N F Ozna en pro pravu w Setting color for selecting objects Dialogue windows A dialogue window is one of the elements that allows for inputting data into program In all GEO programs the dialogue windows apply to conventional windows
173. layed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the hint chapter Distribution of earth pressures for broken terrain 67 Geo 5 User s Guide Fine Ltd 2007 I Geo 5 Sheet ap check DOs Ge Hapa a eina eari Pome Fm Edi input enayma Fiora Options Hala Dee oe mee Ra ot ODO Stage H censtrection lt i 1 LO ye Ai n u 2 A 2 2 pa gal LO w zm 1 00 far M Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters h1 h2 can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option is a manual input of pore pressure both in front and behind the structure Two tab sheets In front of structure and Behind structure appear with tables The table is filled with values of pore pressur
174. logue window E Geo 5 Slakilil af clogs DWH ete Geo Manga h ap ale F ga Fle Edi t Pathan Settings Hep 0 u D yh ReaD se Hoos H Crmatructien staga B m i Z a A ee bet s o o Do o o o ko c o o a oi pt tt ap et ba oo ae did a F i f dese B E ci zl ip surface odr Habi B Fera Ceci ihe tere tied Dyry et ee Singe stabi p wesc ation itso z 4 T iptiveine in at Suit actrees foc Fm ZLA i ii a i Sick pma oea m 979 Wiri z ALL m argan Mm A bangin Fi a T oy 5 al Aura anchors aa infinite i Mm LETE Hirr Factor of zady m 1 66 gt 1 50 r am nl m maz E keke ninpa ubab ty AOCEP TABLE Frame Analysis circular slip surface 89 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Stability af clogs DWH ete Gea Manga zam T ck p alge F pri Ged c heh RAO IDE amp Crmatructien stage BB i Z C A m0 P Rk RO PPV PPP o o k l ko dk mays BE E Sip miara porna AB Sethe Moy E Parese Tie z bel p we z Cerri actor of nauky 2 13 5 1 50 Gone hdl uO EP Tee E Frame Analysis polygonal slip surface Constrains on the optimization procedure The Analysis frame allows after pressing the Constrains for specifying constrains on the optimization process Regardless of the assumed type of slip surface it is possible to introduce into the soil body with the help of mouse segments which should not be crossed by the optimized slip surface
175. lue of the scale The Across zero scale draws the colors above the selected value using warm colors yellow red while cold colors green blue are used to represent the colors below the selected value mee 2 ee Geo 5 User s Guide Fine Ltd 2007 Scale color definition Settings Floating minimum and maximum blue Minimum E grey 25 rpm i Maximum E cyan k P own le Set pre defined colors Blight areen Generate values CA O yellow Info Isoareas pre defined colors Number of levels 13 Standard Cancel Dialogue window Scale color definition Input regimes and analysis This capture contains basic description of individual regimes of inputting data into the program Program Earth Pressure Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem xi Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope I v Name Support Walls 2 6 part IW Customer Belltrade LTd Author James
176. m y 0 90 m Translation of center of column 0 00 m dy 0 00 m Foundation self weight G 6 20 kN Self weight of soil below Foundation n 11 84 kN Contact pressure o 1225 12 kPa lt 1428 00 kPa Dialogue window Foundation dimensions design Sand gravel cushion The Sand gravel cushion frame allows for inputting parameters of the sand gravel cushion below foundation The cushion thickness and overhang over foundation edge are required The values can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions 164 Geo 5 User s Guide Fine Ltd 2007 The cushion filling can be selected from a combo list that contains soils specified in the regime Soils The inputted sand gravel cushion influences the analysis of both the foundation load bearing capacity and settlement cea 5 Spread fosting 0 Hel paa SOY Genet za Pi Eo Irgat Finem Pichu Optio Hao Dee oe hm Ragas OOS Stage censtrection lt Z i E Pro ia Z Seals RA asig HE roundatian E nazi Garren gabad Mater CETER gy Waker A Sing E wats E aed Ls E are T Longue miritet Trema reinforcer Chan r Cnn n join Ory Fara Comcrebe E 20 Hama Ami bars B 718 E Hama Retnibars B TIE E Pakarin porat Pad mord po ere Pair per ere Aug LL Fw Pa IRE BO PFa IRE BO PFs am HFa Byd IRD PFa IRE BO PFs IMENE Ps Ek 710000 DD
177. m Fkium pim Hl D F l l R RA O ODO Stage H censtrection op 2 i a Terre E pce M Crop 2 sitig Ej Aradu MAM a 4 2 4 mo A a Chart oF praia Terrain par ra RR x E70 n q 1 00 m y m Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the left part of the frame Water parameters 4 h can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 55 Geo 5 User s Guide Fine Ltd 2007 T Geo 5 Sheet ap despen DWH Diets Ge Hamagaulka past IK Z2T 11 2004 api Pi Eo Input Aneto Pehoee pim Ho Dee oe m BARA S PODAT Stage H censtrection oP 2 i Xxx Chaat oF podari mem Crema bebe ekk T po ere GT bahia comet iw ra GWT infrar of corer I d rm ity Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editi
178. m the inputted colors in checked rows The default values can be recalled anytime after pressing the Predefined colors button An important property of the program is a definition of ranges with the fixed minimum and maximum If the Floating minimum and maximum check box is not checked the color range is fixed and its minimum and maximum values are inputted As oppose to the moving range it is further possible to specify e range end points in the Scale generation dialogue window e colors to display values out of the range When changing a variable or a construction stage the color range remains stillthe same keeping the same end ranges The values found outside the range below the minimum or above the maximum value are drawn using colors specified in the right part of the window The minimum and maximum range values are inputted in the Scale generation dialogue window The inputted minimum and maximum values are linked to the same unit e g when specifying the rage of 0 200 kPa this range is kept the same for all variables being specified in kPa when changing the currently displayed variable to the variable settlement the current range is switched to that corresponding to the unit of settlem ent For both the fixed and floating scale it is possible to choose whether the colors in the ranges are distributed uniformly or across zero The Uniform scale means that colors are smoothly spread from the minimum to the maximum va
179. n The In detail button opens the dialogue window that contains detailed listing of the verification results The analysis results are displayed on the desktop Visualization of results can be adjusted in the Setting visualization style dialogue window 482 Geo 5 User s Guide Fine Ltd 2007 1 Geo 5 Piles DoWele Gate Geo TiHamagaulka South facing_slope Pie Edi Input Anatom Picture Options Haig Dam amp E Ga B Stage H censtrection lt Z i Petipa tials ETH Ciel ar emer t Shear force Bening eared Eh eiai e klan 53 03 khi Pii 59 1 k n Min 4313 bH j3 115 16 Select reacireuran eutarssbically oe Maen the draton a ro read aai EN cardia we Ae edie cere Fais D Fiia st pis Moi Pro iia iE 0 mn Fox pis bawing cap ACCEPTABLE 200s E Reinforcement nine oom Carcr Corea 40 0 ras ACCEPT Ae E I Hej Hara mbora beron and dra HE Aa eee m EA Wi Max rr boca BH P r m fo Aj ban Frame Horizontal bearing capacity Program Settlement Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The frame Analyses serves to select the theoretical appr
180. n koem sibian iier sti f ae rd Lina na TEE ura aor ad priy Bo n adheze f 2m Fa Shape bezpo n si m i Frame Base anchorage Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment M65 and the resisting shear force Hes An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 The Other tab sheet serves to specify the type of pressure acting on a wall based on the allowable wall deformation Providing the wall is free to move an active pressure is assumed otherwise a pressure at rest is used For wall with footing jump it is possible to choose in the tab sheet Other the way of accou
181. n can be exploited when inserting the point the inputted point is automatically rounded to two decimal digits both mouse and keyboard input modes are therefore identical Edit point using e pressing the existing interface point using the left mouse mouse button allows for selecting this point and then moving it to a new position Edit point in e clicking the existing interface point opens the dialogue window dialogue point that allows for modifying the point coordinates Remove point e pressing the existing interface point using the left mouse button opens the Remove point dialogue window when confirming this action the point is deleted 99 Geo 5 User s Guide Fine Ltd 2007 The program allows also for introducing vertical interfaces in such a case the program requests to insert the point either to the left or to the right The buttons that serve to confirm the action are colored the same color is alSo used to visualize both input variants on the desktop The OK button tinged green is used to store the inputted interface when all interface points are introduced The program also contains an automatic corrector of inputted interface that determines the interface end points and then adds the interface to the list of interfaces Interface a Add OK Cancel List of interfaces Point Me Add Modify Remove Interface Frame Interface Editing Interface The Modify button tu
182. n of concrete construction Analysis standard CSN 736206 Frame Project tab sheet Project Geometry cut The frame Geom cut allows for selecting the shape of bridge abutment The selected Shape with a graphic hint Wall geometry chart appears in the left part of the frame The Shape of a wall can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions In case the structure is composed of inclined segments it is required to enter the ratio of sides of an inclined segment 1 x The straight structure is specified by entering the value zero The frame serves to specify the final shape of abutment including the closure wall The abutment can be verified also for the construction state without the closure wall based on the choice in the frame Loading LC The abutment length and the length of abutment foundation is specified in the frame Geometry plane view 202 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Abetment JC repran Files MEM SW LEH poe Pi Edi Irga Anat Pehoee irg Hep D F oe mA Rat OOO k Stage w censtrections Gp ZZ 1 2 I 1m 200 _ 200 Aafk a Chaat of oo Wall perea k roD ra ky in Lam fin a ky Dao fm kml en m z am i k k ky 1 00 ra ka Gt r zoi ky 1 00 m ky 1 00 rs bye iB inj Frame Geometry cut Wings The frame Wings allows
183. n the Setting visualization style dialogue window Geo 5 Ache eR E Helppa la past A e Pi Edi Irga Aneto Fichurmm Seto Ho DH URL m BRA A S EODE Shage H ea cp ZZ i m Surcharge af FF resistance E appied tances R Erik T Arash AE sing B vets E Bearing cop E ceara rew a Dabiy ipnikniion point SATHPACIORY 0 0 adi SATHPACIORY 434 i zin x n Variation Frame Verification Bearing capacity se Geo 5 User s Guide Fine Ltd 2007 The Bearing capacity frame displays the results from the analysis of foundation soil bearing capacity The stress in the footing bottom assumed constant is derived from all verifications performed in the frame Verification The program Spread footing then considers all verifications as loading cases Three basic analysis options are available in the frame e Input the foundation soil The input field serves to specify the foundation soil bearing capacity bearing capacity The results of verification analysis of a soil for eccentricity and bearing capacity are displayed in the right part of the frame The In detail button opens the dialogue window that displays detailed listing of the results of verification analysis of foundation soil bearing capacity e Compute the foundation Pressing the Run Spread footing button starts soil bearing capacity the program Spread footing that allows for using the program computing the soil bearin
184. ng Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge 56 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Shecting design Do WHele Date Geo Hama Pie Ect Input Anatom Pictures Options Help DFS m MRA ODO Sie H censtrection lt Z i pauka pert_W_ f_11_2004 ap1 e cher Type Lacation Length width nema iu zle sr Ile bl aot aaa et a MW LI ee Frame Surcharge Forces The Forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects Ps Geo 5 Shecting deaian Dowel ete Geo KH za Pi Edit Input Amat Pictures Options Hain DFR eh Beas OOO Sage H i o gt ES i pauka pert_W_o2T_11_3004 ap1 Frame Forces Earthquake The Earthquake frame serves to input earthquake parameters Direction
185. not carried over to subsequent stages Original state Modification New state of 1st stage stage1 Stage2 Stages m Stage1 Stage2 Stage3 Changes within stages of construction automatic heredity Vertical tool bars The vertical tool bars serve to select the desired mode regime of inputting data project geometry profile including analysis type and verification Selecting the mode from this bar displays in the bottom part of the desktop the corresponding frame for data input Project My EEE Geometry E F 24 Profile Za Soils Sn ssign amp Terrain S Water a Surcharge Earthquake u Settings EJ Analysis Tool bar for switching between input data regimes Standalone vertical tool bar serves to manage pictures The Add picture button opens the New picture dialogue window The next line in the bar provides the number of stored pictures in a given regime of data input The Total line shows the total number of stored pictures The Picture list button opens the list of pictures Add pict Geometry T Total T Pict list Tool bar for controlling view manager editor Setting visualization style The Setting visualization style dialogue window serves to set the plot style line type and color for visualization on the desktop or for printout respectively It contains a group of tab Sheets that correspond to individual data input regimes The tab sheets serve to set the style s13 Geo 5 Use
186. nput enep Peehoee Optio Hap Dia oe Raat OOO Sage H a o gt ES i CODE Chart of paH Cepth of ditch h 6 00 n M i r Tarren mrcha f LZ hP aH PF Reduto coat of earth pressure bakya botir OS Frame Geometry Anchors The Anchors frame contains a table with a list of inputted anchors Adding editng anchors is performed in the New anchor Edit anchor dialogue window The inputted anchors can be edited on the desktop with the help of active objects 2 Six Geo 5 User s Guide Fine Ltd 2007 H Geo 5 Sheeting deaien Mehta Geo SWHesseaulka_paert_MW_ 7_11_27004 ap1 Pie Ect Input Anatpem Pictures Option Help DF E oe BRA O ODO amp Stage censtrection lt i Frame Anchors Props The Props frame contains a table with a list inputted props Adding editing props is performed in the New prop Edit prop dialogue window The inputted props can also be edited on the desktop with the help of active dimensions or active objects respectively ceo 5 Bh ilag design DHe Geotail pert_W_2 7_11_2004 ap1 i Fin Edt Input nat Picture Options Hap Domy man OOOs amp Sage H carem o gt Z i Frame Props Supports The Supports frame contains a table with a list of inputted supports Adding editing 52 Geo 5 User s Guide Fine Ltd 2007 Supports is performed in the New support Edit support dialogue window The inputted Supports
187. nputted surcha Pe edited on the Program Earth Pressure desktop with the help of Active di k Program Sheeting Desig objects respectively QQ Program Sheeting Checl The z coordinate measured from the top point of a Project structure is specified positive direction downwards when Profile inputting the surcharge at a certain depth Providing the Modulus of subsoil re surcharge is found off the terrain the computer prompts an Soils error message 2 2 2 T Geometry Analysis of earth pressures due to surcharges is described Assign in the theoretical part of the hint chapter Influence of Excavation surcharge Geo 3 Dii op Chk Viti ete Goedel a Hp F erate fe fin feet fain Pes Opie Hap Da Be m aan 0 OOO cha ape d c gt 2 Ju TEFA Anchors Props Support nm Dialogue window Help of GEO tab sheet Contents Geo 5 User s Guide Fine Ltd 2007 Using function Search Function Search allows for finding an arbitrary text in the subject help The searched text is written into the field Input searched text and button List of topics lunches the search The list of found topics containing the searched text is displayed in the column under the buttons Clicking the mouse on the topic title and pressing the Show button displays the corresponding topic in the right part of the window the double clicking option is also available The searched text is highlighted in blue colo
188. nsions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is described in the theoretical part of the hint chapter Influence of surcharge 45 Geo 5 User s Guide Fine Ltd 2007 s DW Diets GEO UMHamag ulka past W ZA A 004 ai Ma Edt Input Anatom Pictures Oki Hap DeFeet OOS gt kaj hag higebhidgdga ggia hig haa hig hag higdebhid iii x Stage censtrection lt Z i Frame Surcharge Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake a past IK ZA R 2004 pir DE E 0 BRA 0 P OOS Sage H carem o gt Z i Frame Earthauake Setting 46 Geo 5 User s Guide Fine Ltd 2007 The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the c
189. nting for the wall footing jump 116 Geo 5 User s Guide Fine Ltd 2007 X Wall check other Coefficients of reduction of soil parameters Calculation setting PEduction coeff of internal Friction angle imp 1 00 C Safety Factor Reduction coeff of cohesion one 100 ots M oben Reduction coeff af Poisson s ratio Vo 1 00 Reduction coeff of spec weight behind constr Yine 1 00 Reduction coeff of spec weight infront of constr e 100 Coeff Trap reduces tangent of angle of internal Friction Coefficient of overall stability Coeff of overall stability oF construction Frame Setting Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task The wall is loaded either by active pressure or pressure at rest depending on input in the frame Setting Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted i
190. ntly selected analysis 2 Analysis 1 2 3 e switches between individual analyses 34 Geo 5 User s Guide Fine Ltd 2007 Geo 5 berth pr daere DP Wieio G Ha a past W F A 004 pil Pi Edi Input enep Pehoee pim Ha Co Ry Ae Gay B Stage H censtrection lt Z i Hygia over Langih of structure 5 r a a B Oki TT Cal fore 12 k n Ckegrth of pening Aim shift of cert f fom a a o T P A E v ne E l ok i o he tal a L kr ae sae gE er pT rir ta 1M k p kiA p l LF a U ane Application pink F dei pres x n yin L Prez K rest Pacey prerana Der Barth oes ake Fe Subtract coher arch Fin Grou For deren Frame Analysis running more analyses verification Connecting programs In some cases it is possible to launch a new program from a currently running program For example the Cantilever wall program allows for running the Slope stability program to verify the external stability of a structure or the Spread footing program to verify the bearing capacity of a footing of a structure The new program loads the data of structure and then it behaves as a stand alone program closing the program however is different Pressing the OK button on the right below the tool bars closes the program and the analysis data are passed to the original program This is not the case If closing the program with the help of the Cancel button The program when running it f
191. o 5 User s Guide Fine Ltd 2007 e Do not compute pile The foundation soil bearing capacity is not computed footing Visualization of results can be adjusted in the Setting visualization style dialogue window E Geo 5 Ma PREAM IAEE esem jik a a Pi Edi irgu enep Pho Sete Hap D F oe e O m e E k Stage H a gp Fo i jz Pramct E rair ji Typa of na F Piai gen GT Matrial E Profiie FNI Be assign an Terri cy Wes Surcharge R Eth 2 soning E iriar sabiy E aan den al Candai of bearing capacity of Foundation ocd E bearing ce reset bearing opaty of rd ood Ei Derarar y E Caka bearing capacity of hurcie ond using pagina pa mani basting wit Ecker taby Demi akisi Pare Stee r CEE Dera beragthiof reall Foundation i m di Pun Spread footing Frame Bearing capacity Dimensioning The frame Dimensioning allows for the design and verification of the reinforcement of the structure concrete cover The upper part of the frame serves to choose whether the vertical or horizontal reinforcement and its location will be verified The program then determines internal forces developed on the selected section The table in the bottom part of the frame serves to specify locations for the verification of the designed reinforcement depending on the inputted standard for dimensioning of steel reinforced concrete structures the standard is specified in the frame Project A cross section is loaded by the
192. oach for the settlement analysis and the way of reducing the influence zone Project Analyses l Project Task Terraces Hanspaulka Part South Facing slope part Description walls South Facing slope User Belltrade Ltd Author James Baker Date fis 9 2005 Unit system Units system i metric Frame Project tab sheet Project I nterface The I nterface frame serves to introduce individual soil interfaces into the soil body Detailed description how to deal with interfaces id described herein 183 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Settlement EP rap Files iF ME We Seed ppa Fle E nmi Piura Settings Hep DS bee QAQ Ss DoOOt Cossbruction stage HE i 2 a ES Project di terface rcorp bc a Sak E Ay a Surcharge d AL Ee Settings 3 enem interface HB lurid Deren interlace pinis P e dak pach interface Total i Lest cd De Frame Interface Embankment The Embankment frame allows for inputting interfaces to create an embankment above the current terrain The frame contains a table with a list of interfaces forming the embankment A table listing the points of currently selected interface of the em bankment is displayed in the mid section of the frame Inputting an embankment interface follows the Same steps as used for standard interfaces An embankment cannot be specified in the first stage of construction
193. obraz dv z lo ky P ed konstrukc a Za konstrukc s tabulkami Do tabulek se zad vaj hodnoty p rov ho tlaku p ed nebo za konstrukc v hloubce z viz osa z Hladinu vody Ize zadat i nad konstrukc resp nad zemn profil v tomto p pad zad me hloubku vody z pornou hodnotou lA ws V po et zemn ch tlak s vlivem vody je pops n v teoretick sti n pov dy Vliv vody D le program umo uje zadat hloubku tahov ch trhlin vypln n ch vodou 195 Geo 5 User s Guide Fine Ltd 2007 5 Prelal kw ze POZE 10 S005 pe_tretiats GED TEOMA EA Hes ala ki M DEEH ULU SB 2 a Onn F ze adoe mi dh I p R m Voda Prit en R m P it en obsahuje tabulku se seznamem zadan ch p it en P id n editace p it en se prov d v dialogov m okn Nov editace p it en Zadan p it en Ize tak editovat na desktopu pomoc aktivn ch k t resp aktivn ch objekt P i zad n p it en v hloubce se zad v z ov sou adnice od horn ho bodu konstrukce kladn sm r do hloubky V p pad e p it en je zad no mimo ter n program p i v po tu ohl s chybu V po et zemn ch tlak od p it en je pops n v teoretick sti n pov dy Vliv p it en 5 Przlal war zad LZE JM ZU fp OF HE hm BA gagy ODEH F ze korai cp ZZ i PA ra el ed eee piht nora zn na nj x n bin azm 4 Hinia 0
194. ol elements The frame can be minimized using the button in the left upper corner In this case the frame Space is taken by the drawing space In some cases it is more advantageous to exploit the frame space for increasing the drawing space which is possible owing to the fact that the program uses the system of active dimensions and active objects so that the frame does not have to be displayed all the time Returning the frame to its original face is performed by pressing the button in left bottom corner of the desktop showing the frame name Providing the frame is minimized e g in the regime Soils it remains hidden even when switching to other input data regime Ei Geo 5 Esih press DW iets Geo Hapa _ fet P 47 3 2004 el Pi Eo irp Aneto Fkiume Optio Ha Cee U m BRA 0 OOS Sage H oor Z i TT cal La p A ge Pa mA P g i P a at je n ay a T eet pe Ji dr A r el at m E af hy a ly at E Jarl E E A e E ee ee ar l p k zt mi h ote A M bo a k r eo M hre ee et k LE i fa Frame control elements Tables The table is a list of inputted data for example a list of surcharges soils profile interfaces The table header contains a list of items surcharge name width size and in the upper left corner control elements to manage the table rows 216 Geo 5 User s Guide Fine Ltd 2007 selects all table rows e cancels selection 727 inverts sel
195. ombo list the values of coefficients of reduction of soil parameters in corresponding windows are changed An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 x z Fressure calc Coefficients of reduction of soil parameters Calculation setting User Reduction coeff of internal Friction angle rp Co Without input deta reduction Reduction coeff of cohesion Tne e Reduction of soil parametres limit states ton coeff of Poisson s ratio ow Reduction coeff of spec weight behind constr Ym Reduction coeff of spec weight in Front of constr Yre Coeff Trp reduces tangent of angle of internal Friction h Frame Setting Analysis The Analysis frame displays the analysis results The frame serves to select type of computed earth pressure active pressure pressure at rest passive pressure Two options Create soil wedge and Minimum dimensioning pressure are available when computing the active earth pressure Several analyses can be performed for a single task by varying design coefficients of individual components of earth pressure The analysis results are displayed on the desktop and are updated im mediately for an arbitrary change in input da
196. on horizontal tool bar these buttons are foggy Options Input Copy to clipboard view print rid Start pt Step X 0 00 m 1 00 m Z 0 00 m 1 00 m iw Show grid i Snap to grid snap to grid can be temporarily switched by pressing Ctrl Rulers i Horizontal ruler be Vertical ruler Functions Undo and Redo F OK E Cancel Dialogue window Options tab sheeet Input Common input This chapter contains the hint sections that either provide details on the chapter Data input and analysis regimes or are common to several GEO programs Project Earth pressures The Project frame tab sheet Earth pressures contains basic settings driving the analysis of earth pressures The program offers presetting for various countries Czech 93 Geo 5 User s Guide Fine Ltd 2007 Republic Germany France and Standard setting recommended by the authors for countries stored in the list When the User option is selected it is possible choose from an arbitrary type of analysis offered by the program Earth pressure analysis Methods to compute active pressure Methods to compute passive pressure e Cagout Kerisel e Cagout K risel CSN 730037 Coulomb CSN 730037 e Coulomb Muller Breslau DIN 4085 Muller Breslau Mazindrani Rankin Sokolovski DIN 4085 Absi Mazindrani Rankin e Absi Earthquake analysis Mononobe Okabe Arrango Project Earth pressu
197. on the horizontal bar Anchor The following modes are available e Add clicking the left mouse button allows for specifying the starting and end point of an anchor The grid function can be exploited in the input mode The starting point is always attached to the terrain The coordinates of inputted points are automatically round up to two digits both input modes manual mouse are therefore identical e Modify clicking the left mouse button on already existing anchor opens the Modify anchor property dialogue window where the selected anchor can be modified e Remove clicking the left mouse button on an anchor opens the dialogue window to confirm the reinforcement removal confirming this action then removes the anchor Effect of anchors on the analysis is described in more details in the theoretical part of the hint Note The program does not check the anchor bearing capacity against breakage 83 Geo 5 User s Guide Fine Ltd 2007 E Gea 5 Stability a alapesa DWH ats Gea Heap ba ah ap lae K g Fie Edt Input Piire Settings Hep Ce Poh Aa Ooo g Crmatructien stage BE i Z Cj A Frame Anchors Reinforcements The Reinforcement frame contains a table with a list of inputted reinforcements Adding editing reinforcement is performed in the New reinforcement Modify interface properties dialogoue window The inputted reinforcements can be edited on the desktop with the help of active objects
198. or the first time creates the data of a structure and passes on the structure dimensions geology loads surcharges and other data The program then requires inputting some additional data e g the analysis method analysis setting Slip surfaces stages of construction etc When running it again always necessary if some changes were made in the original program the program regenerates the data to be passed on but keeps the data already inputted in this program For example when connecting the original program with the Spread footing program the new program keeps the additionally inputted sand gravel cushion together with inputted soil the footing dimensions foundation geometry and geological profile are however regenerated Some actions are not allowed in the new program e g to change the basic setting of the project unit etc The generated task however can be saved into new data using the Save as button and work with it as with any other independent task 35 Geo 5 User s Guide Fine Ltd 2007 ZF Hamry Lib bowed Teg TAF Lines Deien Pipot diminye Pete hpaev iky Py h e aae Boos ret Fira adie vi 2 u F Fijt kate parh IW fra reina Wty haj Run the program Spread footing from program Cantilever wall Selecting and storing views The programs offers a number of ways of displaying results A specific option can be selected from the View results dialogue window Quite often is
199. orm Select range e acombo list allows for selecting an already specified and stored range F Define color ranges e opens the Scale color definition dialogue window to create a user defined range 38 Geo 5 User s Guide Fine Ltd 2007 C Store current range e opens the New range dialogue window to store a new range Open range manager e opens the window with a list of automatic and user defined ranges Scale color definition The Scale color definition dialogue window serves to cerate a user defined color scale The Floating minimum and maximum check box determines the basic type of a scale If checked the minimum and maximum values of a scale are automatically adjusted whenever the corresponding variable or a construction stage is changed In such a case it possible to adjust the following e scale refinement the minimum number of levels is four and the maximum is 100 e scale color e uniform scale across zero The number of scale levels and scale type are specified in the Scale generation dialogue window which opens after pressing the Generate values button It is possible to adjust both values and colors in the table in the left part of the dialogue window The range values can be easily changed in the table If the box in the Control color column is checked it is possible to choose an arbitrary color from the combo box The color on intermediate not checked rows are automatically blended fro
200. ow The soil characteristics are specified in the program Sheeting check These characteristics are further specified in chapters Basic data Earth pressure at rest Uplift pressure and Modulus of subsoil reaction Ej Geo 5 Sheeting check DcoWelo Date Geo epa a Sherline pari Iar Pie Ect irgu Anatpem Picture Options Haig DOM UR m Bags OOO Stage censtrection lt Z i ores FB Clee saith hagho ery high pati Class 85 apup sand T vehi Syeda lt irak inter fraction Cohen of sod alte De Pci Sree Paas Deane Precis Sree l El n of M LA cl Geo 5 User s Guide Fine Ltd 2007 Frame Soils Geometry The Geometry frame contains a table with a list of inputted structural sections forming the Sheeting wall For each section the table stores its cross sectional characteristics A area Moment of inertia and material characteristics E Modulus of elasticity G Shear modulus these variables are always expressed with respect to 1m of a construction length Adding editing sections is performed in the New section Edit section dialogue window The program allows for adding inserting another section in between two already existing sections of a structure Inserting a new section is performed in the Insert section dialogue window that complies with the New section dialogue window The inserted section is ordered such as to precede the currently selected section of a struct
201. ows the user to define and store own cross sections and their characteristics that appear in the construction of a wall At first use of the catalogue has not been yet created the program prompts a warning message that no catalogue was found Then pressing the button OK opens the Save as dialogue window that allows for entering 64 Geo 5 User s Guide Fine Ltd 2007 the catalogue name and saving it into a specified location by pressing the Save button by default a folder used for saving the project data is assumed The program allows the user to create more than one catalogue The next catalogue is created by pressing the New button the program asks whether the current catalogue Should be replaced the currently loaded catalogue is not deleted and saves the new catalogue under a new name The Open button allows for loading an arbitrary user catalogue and by pressing the Save as button for saving it under a different name Mo user s catalogue of cross sections Found Catalogue file Dialogue window at first use user catalogue of cross sections The User catalogue dialogue window contains a table listing the user defined cross sections The Add item button opens the New catalogue item dialogue window that allows for specifying and subsequent saving of characteristics of a new cross section into the catalogue Buttons Edit item and Remove item serve to edit individual items in the table
202. p Fle Edt Input Fibre Settings Help Cel u Pye AAO oOo y Comstructien stage HE i Z 21 P o o s ru nor fr o Mr a a P e ddd pechae riaria Todd Lei cd De Frame Earth cut I ncompressible subsoil The frame Incompressible subsoil serves to input a depth of incompressible subsoil Inputting the depth of incompressible subsoil is the same as when inputting standard interfaces Inputting an incompressible subsoil is one the options how to restrict an influence zone if inputted then both ranges and tilted sections are drawn up to a depth of incom pressible subsoil No ground deformation appears below the incompressible subsoil ue s5 seien C F rapran Files ME Tie pe Fie Edi nt Fire Settings Hep Cel r Penh e e e IRL Cosstruction stage Bi fi Z OA lm br A r hu n Me n M a ze Propet ped nietes E rre be u Sak E GIL a ant unh d adm Es Settings EC andy HE Aude E Fot E Arne 186 Geo 5 User s Guide Fine Ltd 2007 Frame Incompressible subsoil Soils The Soils frame contains a table with a list of inputted soils The table also provides Information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Settlement These characteristics are further specified in chapters Uplift pressure and Settlement
203. p combo list is the color used to plot soils rocks on the desktop A color selected from the Pictures combo list is the color used to visualize soils rocks in pictures that are either stored in the Picture list or printed with the help of Print and export pictures The sample color to be sufficiently visible should be chosen with respect to the desktop background or printout paper respectively Soil and Rock symbols Pattern Soil symbols EEK xo i 92902020 oarse grained landing a f i a 2 ee A eb oy Sand Silky Clayey Gravel Peat sand sand Rock symbols Po Oo me 0 WE vy ToO O ToO o oC E 4 E OE Breccia Phillite Gabra Granulike Mica schist a ka Pa gt 44 sa sa wr r gt sa sa Le Trachte Tuff Limestone Granite Other Other symbols Dialogue window Soil and rock symbols Cancel Manual classification of soll This dialogue window allows for specifying the soil parameters which serve to add the soll into a catalogue of soils The OK button switches back to the Soil classification dialogue window with setting and classified soil 27 Geo 5 User s Guide Fine Ltd 2007 Manual classification of soils Grading Fine particles 0 0 0 06 rn 50 0 Sandy particles 0 06 mm 2 0 mm 5 30 0 Gravelly particles 2 0 mm 60 0 mm q 20 0 Sum f s g mut be equal to 100 Moisture Sample mositure W 23 0
204. pak s r 1 ex Pie Ect Input Anatpem Picture Options Help Dee oe mB RaAot ODO Stage censtrection lt i r m Pararestrau of ramia on frank c Taran paren 3 LE re LE w Sal Clam Fi Gracey n 3 Lim rs i my h i t ra r DDO pir Frame Front face resistance nputted forces The I nputted forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active object U Geo 5 Cantlewer wall 0 WelpWlate Ges ian poalke Ji Haka pari Dae Pi Edi Input enayma Pictures Options Haig Fe dem man ono G Stage cenctrection lt Z i Lee won Frame Inputted forces 100 Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake Geo 5 Cantl evei Wel E He puaa Gea Ham peska parl 1 mr Pi Ed input Anea Peto opto Hap Dee oe 2 BRA S P EODAE T Stage H censtrection op 2 i El inateru earthquake Pato of fortron acoalaretian Febr of yes nd ee OHNI nig od z kon Wate T UE Liira malur O Fea Frame Earthquake
205. putted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake Geo 5 Moe well E ep am ules pert_3 arm Pi Ee irgi Fram Pho Sete Hap Cre oe mB ZA O t OOS SLBH H censtrectiog i cp i E j dre sate Horned cere OOM Tier wii Vertis sani ceri h j H input paint of pkai oF prem adr RHEE F Feriha Raney Free agii Frame Earthquake Base anchorage The frame Base anchorage serves to input parameters anchorage geometry bearing Capacity against pulling out and pulling apart specifying an anchorage of the wall foundation Geometry of footing anchorage can be edited either in the frame by inserting values in the inputting boxes or on the desktop with the help of active dimensions The bearing capacity values can be either inputted or computed by the program from the inputted parameters 115 Geo 5 User s Guide Fine Ltd 2007 Gea 5 WVyztu en zed D He pHga ka zi 1 sem ube Urner Dude ykkmt Ctr cky Kesher A D Fm Ul mB aot OOS Fie becker op Z i ja Framit J Garratru GT Marii E rron a ae a ASi T Ectwmr sikh E I Parra I Lire Ej Cerarca n a ebra botas z jlnck aF Tabita raira Lincenaat na pro Yrrlaerca zm i m F Toate Hloubka hm 2 00 n VEL oo VN p idat obr Petree vrhu d nD
206. r 28 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Siability of slogan Lilt hep Fie Ei mi Pichu Settings Hep 0 u B yh A ADH Hoos amp Comsbructien shag AA 1 La A T Primu Ta Aukt old rita E krys ieke E h LHI H miea fiir he Frame Interface Adding interface The Add button starts the regime for inputting points of a new interface Other buttons on the same tool bar assumed for inputting and editing interface points become active The OK button tinged green closes the input regime and stores the inputted points The Cancel button tinged red closes the input regime without accounting for changes Two options are available to specify coordinates of individual interface points Using table interface points are introduced in the New interface points table The Add button opens the New point dialogue window that allows for specifying coordinates of a new point The Add button then inserts the point into the table The Cancel button is serves to close the input mode when all interface points are introduced The Edit and Remove buttons allow for either editing or deleting the inputted points Each change in interface geometry immediately appears on the desktop Using mouse individual buttons on the vertical tool drive this inputting mode The following modes are available aj Add point e the point is inserted by clicking the left mouse button on the desktop the grid optio
207. r Switching back to Content tab sheet shows the topic location in the tree help content E GEO_5_user_puide Sees uo gt amp M Hide Back revard Pint Ophions Contents rch Type in the word s tose modulus The Sails frame contains a table with a list of inputted st Toni i soils The table also provides information about currently eee LY selected soil displayed in the right part of the frame select lom Al Adding editing a soil is performed in the Add edit i soil dialogue window Modulus of sub ae The soil characteristics are specified in the program Earth Modulus of sub Lies Pressure These characteristics are further specified in Analysis I ss pressure Oedometric ae J Y if subsoil The specified soil Geometry GEO parameters depend on the set up of subsol Soils GEO rection and selected theory of analysis specified i In the Adding and edit GEO_ frame Ba tab sheet Analysis Anchors SEQ Souths facing Hopi pari Taa Props GEO mee pe D a S B aaaa nunoe Project Aalyses GEQ Sage etoeto lt JL 15 Search previous results W Match similar words Search titles only Frame Help tab sheet Find User defined environment The programs GEO5 are standard windows applications Managing the application environment application window dialogue windows control menu tables frames tool bars copy to clipboard applies to standard properties of th
208. r setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window I Gea 5 Heck well el pals Gees Hani picks sari W 4 VI Pi Et toga Anneye Pete ptkru Hap ete oe Raa O OOO Stage censtrection lt Z i JE Promt al Canary E rroia Sais RA amig Teran z Haber J Surcharge PP ramia U Appeedfarcen M earthquabs T smi E t e atc II Ba cap E restoring af Babe Add pect T ee m Total 0 NO OEO ED es Aer dll ee er nh O nz nm nil amj 1m m EE Frame Dimensioning Stability Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Block wall program 144 Geo 5 User s Guide Fine Ltd 2007 Fy Seah sy ol open Alari wall Pile Edt Input Pichu Batej Hap eh maj OOO Contraction stage E i rio oa iw i Er E Frame Stability Program Gabion Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project
209. ram automatically includes all important points When selecting the option exact distribution the holes are included into all terrain points soil layer interfaces embankments GWP and into end points of surcharge When selecting the option minimal distribution the holes are not included into points of interfaces of soil and embankment layers For standard analyses we recommend to keep the default setting of the analysis Layout and refinement of holes user defined Horizontal layout Vertical refinement Layout pattern lexact Add holes by number of sections Number of sections O a Settings Frame Setting Analysis The Analysis frame displays the analysis results The analysis is carried out based on the calculation theory selected in the frame Project tab sheet Analyses The depth of influence zone is determined either by inputted incompressible subsoil by the theory restriction of primary stress or by the theory of structural strength Information regarding the course of analysis maximum settlement and the depth of influence zone are printed out in the bottom section of the frame The results as the main output are displayed on the screen To view the results use the horizontal bar in the upper section of the screen which allows for adjusting the way the resulting values are plotted The bar contains the following control items the button to display the Settlement results visualization se
210. ram menu items Help Content or using the Fn button F1 anywhere in the program Some dialogue windows e g Add soil allow for opening the corresponding chapter of the help by pressing the help button a The dialogue window contains e Bar with basic tool buttons The Hide Show button hides shows tree with a list help topics The Back Forward buttons allow for listing pages which have been already displayed The Print button opens the printing dialogue window and the Options buttons opens the menu to set the EXPLORER window properties e Bar containing the tab sheet Content shows tree with individual topics tab sheets Index and Search e Tree with a list hint topics individual items in the tree are opened closed by clicking the symbols in front of the name e Window for displaying the help itself the window header contains currently shown items and the Back Forward buttons that function in the same way as already described buttons on tool bar The text of each help may further contain cross references to other items The text of these references is underlined highlighted in blue color i GEC 3 user Bui s mx Using hint The Surcharge frame contains a table with a list of a User defined environment inputted surcharges Adding editing surcharge is amp Common input performed in the New edit surcharge dialogue 4 Input regimes and analysis window The i
211. re Geo 5 Abetmeni Cie reeram File il MEG Sheed M ae Dee UE m BAG 0 et OOO sS Stage H censtrectiogs cp ZZ 1 2 Class Fl consistency fiem i ira eee yO jagi i ru ut Arge intern friction 008 Cohen of ned yy E DO hPa Angie of riiin Str zl m 5 005 T Coho Sas und eee he 15 00 yd Frame Soils 207 Geo 5 User s Guide Fine Ltd 2007 Loading LC The frame Loading LC serves to specify individual loading cases construction service and the loading caused by the bridge and approach slab Verification and dimensioning analyses of the whole bridge abutment or only its part are carried out according to the specified type of LC No load specified in the case of construction state and the abutment is verified in a given Stage of construction without a closure wall and bridge wings In the case of service state the abutment is loaded by the bridge and approach slab the whole abutment is verified For abutment verification it appears advantageous to exploit the stage of construction and specify in individual stages different load cases e g construction state service state without live load service state with all loads Individual stages then allow inputting different loads surcharges terrain shapes type of pressure analysis active at rest design coefficients etc Geo 5 Abetment Ce reeram File il ME Geo Shea LEH paa Pi Eo irgu Aneto Pehoee Sete ho Dee ae hm BRA st
212. re Pressure calculation setting Type of analysis Standard W Earthquake analysis Calculation theory Mononobe Okabe Frame Project tab sheet Earth pressures I nputting and editing soils The Add new soil dialogue window serves to input name soil parameters that should be obtained from laboratory measurements or geological survey All inputting fields in the window must be filled The only exception is the value of ysat bulk weight of saturated soil in the window section Uplift Should this filed remain empty the program autonatically adds the value of y bulk weight of soil Cliking the hint button B provides information about the theory of analyses linked to individual values being inputted Color and soil sample are selected in Soil and rock symbols dialogue window To open this window press the Sample and color button If no geological survey or laboratoray experiments are available the soil can be specified with the help of soil database containg approximate values of basic characteristics The Classify button opens the Soil classification dialogue window with the values offered for inserting into the window The Delete button allows for removing the information about classified soil from the catalogue Soil parameters that do not appear in the catalogue Friction angle struc soil in the picture must be in any case assigned manually 24 Geo 5 User s Guide Fine Ltd 2007 T
213. rectly in the analysis window can be visualized e excluding several forces from verification or their reduction e Specifying design combinations e g different coefficients can be assigned in the sense of EC to main load variables and side variable loads The following combinations can be for example specified when performing the wall verification Analysis 1 Analysis 2 Analysis 3 e Wall 1 0 1 0 1 0 e Active pressure 1 0 1 0 1 0 e Surcharde 1 1 0 0 5 0 5 e Surcharde 2 0 5 1 0 0 5 e Surcharde 3 0 5 0 5 1 0 33 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Cz i Cantiewer well el Mal Gera mn peaks Pim Ect U pari JI mer Input Amato Pichu Opi Hala Da oe 2 BSA 0 P ODE Shaye H carem z i sf 1m A EE Frame Verification application of design coefficients Running more analyses verification Most frames that display the analysis results allow for defining more than one analysis to be run Several analyses within one construction stage are carried out for example for o dimensioning structure in more locations o analyses of various slip surfaces o verification with various design coefficient The bar in the top part of the frame serves to manage individual PA l Frame Analysis tool bar Running more analyses verification Badd Add Remove Remove Yerification F Add Remove e adds additional analysis on the bar e removes the curre
214. retains on Front Pace Resshonce bene ot rest LM fm 2 ker Fi coressharecy irs Lod n h DD r f 0 00 pram Frame Front face resistance nputted forces The I nputted forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects Geo 5 Abatement L Pragam Filesif ME Sem 1 EM aee Pi Edi input Anaye Pichu Seige Hap Da Vy m mann onno G amp Stage H censtrections cp ZZ i z Frame Inputted forces wie Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake Geo 5 Abetment E Frapan Files MEM Sued LEH paa Pi Edi irpui enep Peto Seto Hep Da Dmt AZAA P OOO Stage H rta dp ZZ i zl M p arihgaha B Settings Ej mer LI Barre cap Cerrar Vartia memi costficient Tay inp paint of application oF pra E fe driers pih Himna zeta coe Ticket Sid fecha Bieter NECH Fath ia Fenr pantie otal Fret ite List of p t Frame Earthquake Setting The Setting frame contains basic settings for the analy
215. rge 126 Front face resistance 127 Inputted forces 128 Earthquake 129 Seiting 129 Verification 130 Bearing capacity 130 Dimensioning 131 Stability 132 Program Block Wall 133 Project 133 Geometry 133 Profile 134 Soils 135 Assign 136 Terrain 136 Water 137 Surcharge 138 Front face resistance 139 Inputted forces 140 Earthquake 141 Setting 141 Verification 142 Bearing capacity 142 Dimensioning 143 Stability 144 Program Gabion 145 Project 145 Material 145 Geometry 146 Profile 147 Soils 148 Assign 148 Geo 5 User s Guide Fine Ltd 2007 Terrain 149 Water 150 Surcharge 150 Front face resistance 151 Inputted forces 152 Earthquake 153 Setting 153 Verification 154 Bearing capacity 154 Dimensioning 155 Stability 156 Program Spreadfooting 157 Project 157 Project Analyses 157 Profile 158 Soils 159 Assign 160 Foundation 160 Load 161 Import of loading 162 Geometry 163 Sand gravel cushion 164 Material 165 Surcharge 166 Water incompressible subsoil 167 Setting 168 1 LS bearing of a footing 169 2 LS settlement and rotation of a footing 170 Dimensioning 171 Program Pile 172 Project 172 Profile 173 Modulus of subsoil reaction 173 Soils 174 Assign 175 Load 176 Geometry 176 Material 177 Water incompressible subsoil 178 Negative skin friction 179 Setting 180 Vertical bearing capacity 180 Vertical bearing capacity CSN 180 Vertical bearing capacity FEM 181 Horizontal bearing capacity 182 Program Settlement 183
216. rge in front of the wall or soil thickness above the wall lowest points can also be specified in the frame The resistance on a structure front face can be specified as a pressure at rest passive pressure or reduced passive pressure The resulting force due to reduced passive pressure is found as a resultant force caused by passive pressure multiplied by a corresponding coefficient which follows from the inputted type of reduced passive pressure mee Geo 5 User s Guide Fine Ltd 2007 Geo 5 Mawar y well 0 Help Wiemeeaulks_part_3 pre Pie Edi Input Aneto Pichu Settings Hap CFR ee m MAR Ooo sw Stage censtrections Cp ZZ i Xo EE Chat of panne Aaa of mean on Penn Pace Resehanes type at rest LM nl x 1 00 m H Pameti it ory finn La ra h oso rl f 000 pram Frame Front face resistance nputted forces The I nputted forces frame contains a table with a list of forces acting on a structure Adding editing forces is performed in the New force edit force dialogue window The inputted forces can also be edited on the desktop with the help of active objects T Geo 5 Marsay well D el paella p st A arma Pie Edit Input Anebein Pichues S ti Hain Ca a Do hh JE Ooo Sage H onrtrectionn cp FC i Frame Inputted forces 114 Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of in
217. rns on the regime of inputting points of a new interface The program also opens the currently selected interface it is selected from the List of interfaces table it is displayed as a solid thick line on the desktop An interface can be selected also as an active object by clicking a point line or interface using the left mouse button The actual editing procedure adding shifting deleting points is the same as for adding interface input mode The OK button closes the editing regime and stores all performed changes The Cancel button closes the regime without accounting for all previously made modifications After leaving the edit mode similarly to adding interface the program immediately runs the corrector of the inputted interface to check for the interface shape and if necessary to modify the interface end points Corrector of inputted interface When the inputting or editing process is completed the program automatically modifies the inputted interface to comply with the program requirements i e the end points touch the world edges or other interfaces The automatic corrector can be further used to simplify the input process e g if only one point is used to specify an interface the program automatically creates a horizontal interface containing the inputted point If the interface touches another interface the corrector creates new end points of the current interface These points then also become the points of the interfa
218. ry frame allows by pressing the button for selecting the wall shape The selected shape with a graphic hint Wall geometry chart appears in the left part of the frame The shape of a wall can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions Based on the selected shape of a wall you specify in the frame Geometry of masonry the number and dimensions of masonry blocks in individual columns or if applicable also the thickness of vertical joint between blocks In addition it is necessary to input compressive strength of masonry which serves as the basic input parameter for the bearing capacity verification of reinforced masonry Gea 5 Aide Weel E Help Haga a pas A prm Pi Edi Irga Anat Peto Seto Hep D F l l ee ee E Stage H censtrections p ZZ pi ALL Chart of peel gerere Hal grerairy VEB Cd TEN wi Fa nj i am n Hras Type i Tepe Read it zaxzm 250x 200 wa iSi n i O50 rs x nao n x am p oF oo Owar Per F iz h 230 m Dol bebasan bieda LOO ra Frame Geometry Material The Material frame allows for the selection of material parameters for concrete and longitudinal steel reinforcements 07 Geo 5 User s Guide Fine Ltd 2007 Two options are available when selecting the material type e the Catalogue button opens the Material catalogue dialogue window for
219. s allows for specifying individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 The setting in the frame becomes available only if the type of analysis FEM is selected in the frame Project tab sheet Analysis x Pressure calc Coefficients of reduction of soil parameters Calculation setting User Reduction coeff of internal Friction angle Tmp C Without input data reduction Reduction coeff of cohesion Tine f Reduction of soil parametres limit states Frame Setting Vertical bearing capacity The Vertical bearing capacity frame has two variants depending on the type of analysis of pile vertical bearing capacity e according to CSN 73 1002 e using the finite element method Vertical bearing capacity CSN The Vertical bearing capacity frame serves to the vertical bearing capacity of a pile Several analyses can be carried out in the frame The verification can be performed for individual loads or the program locates the most critical one can be selected from a combo list The analysis is carried out according to one of the method based on CSN 73 1002 Parameters needed in individual methods are inputted in the lower part of the frame The Loading limit curve and Point bearing pile capacity modes contain a table in the lower part of the frame which allows for direct editing of inputted parameters using mouse The Edit buttons op
220. s composed of inclined segments it is required to enter the ratio of sides of an inclined segment 1 x The straight structure is specified by entering the value zero m Gea 5 Gravity well E el pels Gear peelke_wall_1_pert_l piz Pie Ee Input Aneto Pho Opto Hep Dee oe Baa O OOO Stage H censtrection o gt i Loo i WALT bo Adee A kj os inl k a r si ka 2m rs a no ky u m kr am m Piim busu bg ith of wto pwt of ehari computed airaa Frame Geometry Material The Material frame allows for the selection of material parameters for concrete and longitudinal steel reinforcements Two options are available when selecting the material type e the Catalogue button opens the Material catalogue dialogue window for concrete or steel reinforcements the list of materials then serves to select the desired material e the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame The input field in the upper part of the frame serves to specify the wall bulk weight sis Geo 5 User s Guide Fine Ltd 2007 Geo 5 Gravity well E Hel pW Ger am pialke_wall_1_p
221. s of inputted vee Geo 5 User s Guide Fine Ltd 2007 earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake IF Geo 5 Sheet ap deaian MH Ge THenspau ka peri _W_27_11_2004 6p1 Pi Edi irp enep Fkiume Optio Hap D a oe maaan OOOS Stage censtrection lt Z i W paths B Zane arabi E s nate arte Fabr of horton acceler stian Fascha el sabia pier Ste iit of i j eer ike E Unfras maiur O Pea Frame Earthquake Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 x x Pressure calc Coefficients of reduction of soil parameters Calculation setting Reduction coeff of internal Friction angle Imp C Without inp
222. s to model earthquake effects on a structure in a separate stage of construction as it is then possible to assume different factors of safety or different design coefficients For individual types of input soil assignment anchors supports there always exists relationship over construction stages There are two types Defined heredity anchors supports surcharges these objects always remember the Stage in which they were created This is also the stage where these objects can be edited In all subsequent stages these objects can be either removed or it is possible to change some of their properties post stressing anchor changing surcharge magnitude translating Support When defining a new construction stage these objects are automatically carried over to that stage Automatic heredity assigning soil terrain profile water impact analysis setting for such types of inputs the properties from the previous stage are carried over to a new one if created When changing properties in the current construction stage the program proceeds as follows e if the property in the next stage remains the same as in the previous stage it also receives the tag new this change also applies to all subsequent stages ee Geo 5 User s Guide Fine Ltd 2007 e if the property in the next stage differs from the one in the previous stage this means that this property has been in the next stage already changed then this change is
223. s with the help of active dimensions Adding editing layer is performed in the Add edit interface dialogue window The z coordinate measured from the top point of a structure is specified The program allows for raising or lowering the top point of a structure in the Change terrain elevation dialogue window so that the whole interface can be translated while keeping the thicknesses of individual layers This function is important when copying the profile from program Terrain 134 Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Mock wall 0 ielpWaia Gerran paka p ri WW JF 11 7004 gaz DHM UL m BARA P OOO Stage opet lt Z i Frame Profile Soils The Soils frame contains a table with a list of inputted soils The table also provides information about currently selected soil displayed in the right part of the frame Adding editing a soil is performed in the Add edit soil dialogue window The soil characteristics are specified in the program Block wall These characteristics are further specified in chapters Basic data Earth pressure at rest and Uplift pressure I Geo 5 Mork well 0 el p Wate Gear Ham paka pari W JF 11 00r Cee U 2 BRA O P Onog Sage H contri Z i so hara Sei Pirx 1 Cham Fi Cararevnlky mi To Fe E Claws FL Graralby siit yo BA Kee rade of Vr hn Z Poon z P Buk n of LE cl Frame Soils 135 Geo 5 User s Guide Fine Ltd
224. serves to define details for displaying the results Stress Select view e acombo list allows for selecting an already Specified and stored view Z Store current view e opens the New view dialogue window to store a new view Open view manager e opens the window with a list of views Setting results visualization The Settlement results visualization setting dialogue window provides tools for a lucid way of displaying the results both on the screen and in the printed format e parameters to draw depression line and influence zone e setting surface views and color scale drawing e setting and drawing tilted sections The programs based on the finite element method further allow for setting e parameters to draw the finite element mesh e parameters to draw construction deformed undeformed note that undeformed option must be selected when displaying beam internal forces e distribution of internal forces along interfaces and on beam elements All information specified in this window including the setting of current magnification can be stored using the selecting and storing views bar B Geo 5 User s Guide Fine Ltd 2007 Settlement results visualisation setting Mesh results Tilted sections Holes OK Values overall Quantity Sigma Z tot Zx Depression Influence zone Cancel Plot Ww Plot Symbols of points Symbols of points Coordinates of points Coordinates of points
225. sis is carried out employing the theory of limit states the footing self weight is multiplied by coefficients specified in the Settings frame 163 Geo 5 User s Guide Fine Ltd 2007 cea 5 Spread Testine E Hel puaa LETY zal Pi Edi Popa enep Fkium pim Hep ete oe hm ADRA O P OOO Stage censtrectiog lt Z i Ta Framrt E Prati lu RA asig BE Parisin i Load B Georestry fm gabai GT Matrial CETER EETAS 2 mi E ats E mi s Ej Ciraraning Foundation bape Cems opel Gane och Bar crrr Creare rara x 1 50 r H o Caral rara yml 1 50 ra ol at Coden direaresions a E40 rs Cokin iremis cm OAD pa beer hem Sor Pare real hoo Frame Geometry The Dimensions design button opens the Foundation dimensions design that serves with the help of program to compute dimensions of a foundation The dialogue window allows for inputting the bearing capacity of foundation soil Rd or to select the option Analyze In such a case the program determines all dimensions of a foundation based on inputted parameters soils profile water impact send gravel cushion setting etc While leaving the dialogue window by pressing the OK button the specified dimensions are loaded into the Geometry frame Foundation dimensions design Bearing capac of Found soilky C Analyze e Input Ry 1426 00 kPa Foundation dimensions design Designed foundation dimensions 1 00
226. sis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soil parameters in corresponding windows are changed Evaluating the structure according to theory of limit states also calls for the input of coefficient of overall stability of a structure When subjecting the wall to overall verification this coefficient is used to multiply the resisting moment Mes and the resisting Shear force Hres An arbitrary analysis setting is available with the option User setting Selecting the option Reduce soil parameters allows for specifying in input fields individual values of the coefficients of reduction of soil parameters e g recommended values according to EC7 1 The Other tab sheet serves to specify the type of pressure acting on a wall based on the allowable wall deformation Providing the wall is free to move an active pressure is assumed otherwise a pressure at rest is used 214 Geo 5 User s Guide Fine Ltd 2007 X Wall check Other Coefficients of reduction of soil parameters eduction coeff of internal Friction angle tmp 1 00 Calculation setting C Safety Factor Reduction coeff of cohesion Tae 1 00 ete Limit states Reduction coeff
227. specified The resulting forces are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window o Geo 4 Caniiicwer well C Re lpia a Hanm peske pari 4 aar Pi Edi input enep Pichu Opti Hl ete oe Rane OOO Sage H censtrection lt z i Corer cman LR rere Mo obee Cre Wie i 0 r Bards EMU Begiei shied of chee or M667 me ineeie onset shee oe STOLE m all pp check BEERDOM ADCEP TABLE 12 ma DEC FRCP ADCEP TABLE Frame Dimensioning Stability Pressing the Stability button launches the Slope stability program This program then allows us to check the overall stability of the analyzed structure The button is available only if the program Slope stability is installed After completing all analyses press the OK button to leave the program all data are then carried over to the analysis protocol of the Cantilever wall program 105 Geo 5 User s Guide Fine Ltd 2007 E ean iy of Hopere lemy wall Pie Edt bpt Pho Seton Hep et Rag OOS Contraction stage G i Ti on i jl m TE 5 Jirtrrtnc E Frame Stability Program Masonry wall Project The Project frame is used to input the basic project data an
228. ssure calc Calculation setting User C without input thete l O S cca Reduction coeff of Poisson s ratio Ye Coefficients of reduction of soil parameters Reduction coeff af internal Friction angle Imp Reduction coeff af cohesion Yne i Reduction coeff of spec weight behind constr m Reduction coeff of spec weight in Front of constr m Coeff Trp reduces tangent of angle of internal Friction Frame Setting tab sheet Pressure calculation x Pressure calc Other Pressure analysis iw Consider the minimum dimensioning pressure coeff For min dim pressure calc G3 minm Eaa 0 20 Internal stability of a structure Type of verification Safety Factor Required Factor of safety a0 1 50 Frame Setting tab sheet Other Analysis The frame Analysis displays the analysis results Switching to this regime automatically runs the analysis The frame contains three buttons to show the analysis results e Ky pressures sA Geo 5 User s Guide Fine Ltd 2007 Variation of the modulus of subsoil reaction is displayed in the left part of the desktop by default a blue color with hatching is assumed Referring to the method of depending pressures some of the springs values of modules of subsoil reaction are removed spring stiffness set equal to zero from the analysis The analysis may fail to converge providing the
229. sualization style dialogue 181 Geo 5 User s Guide Fine Ltd 2007 window T Geo 5 Pies 0c Wele Date Geos Hesaba South Lacing ope earl Pi Eo Irga enep Peehoee pim Ho D F oe mB Rage OOO E Stage opet lt Z i far r m Terai jdi fere 1 eect pre E re k Cras Preem F iha mam ME je Maien iarere Distribution of ple Forces Shear dependence on donatio Cosh of increase of linet shin shear due to bachnd LM huarce mora coraba aa hiph ci d k iS Frame Vertical bearing capacity analysis according FEM Horizontal bearing capacity The horizontal bearing capacity of a pile is verified in the Horizontal bearing capacity frame Several analyses can be carried out The verification analysis can be carried out for individual loads prescribed displacements or the program finds the most critical load can be selected from a combo list Assuming the prescribed displacement type of load requires introduction of boundary conditions in pile head translation and rotation The fixed end type of boundary condition prescribed in the pile heel can be assumed for all types of loading For steel reinforced concrete pile the programs allow for verifying the reinforcement based on the standard selected in the frame Project The combo list serves to specify the direction of pile verification x y for a circular pile the program allows for displaying the results in the most stressed directio
230. t Water pressure Ponts Scale Dialogue window Setting visualization style e list of items plotted in a given input rgime here e g water tables dimensions gradient water pressure e shows hides a given item in the active regime Water In case the option cannot be turned off the field has a gray base in this case items Tables and Water pressure the visualization on the desktop is mandatory e shows hides a given item in other input data regimes Visualization color depends on the assumed setting in the tab sheet Global e determines the item color displayed on the desktop e determines the item color displayed in the Picture list or on printout Print and export picture Print and export document e determines the line style e determines the line thickness ation style F Thickness mm 0 20 Actie Inada y C Pictures Line type E gt a v a a a A 14 E Cancel setting for the input regime Water Geo 5 User s Guide Fine Ltd 2007 Style manager The red button on a tool bar of the Setting visualization style dialogue window opens the New style dialogue window The window allows for setting the style name and its description The OK button saves the selected style Setting visualization style New style Properties Name User style Mo 1 Descrip white background view active OK Cancel Saving t
231. ta or setting Visualization of results can be adjusted in the Setting visualization style dialogue window AT Geo 5 User s Guide Fine Ltd 2007 m Geo 5 Earth pressage DP hH GEO Ha a pase IN ZA 7 2004 pir Da m amp E Ga B Stage censtrection lt z i Geometre of str ure Horyna cpe Vertical omua Length of structure 5 om Ceara force 06 ASK Dara force 2 khim Depth of reiro 32m Shi of cent i T B Frame Analysis Program Sheeting Design Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem x Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope I v Mame Support walls 2 6m part I Customer Beltrade LTd Author James Baker Date 22 9 2004 nit system metric Frame Project tab sheet Project 48 Geo 5 User s Guide Fine Ltd 2007 Profile The Profile frame contains a table with a list of inputted interfaces After specifying interfaces it is possible to e
232. tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Earth pressures tab sheet serves to choose the basic theory or standards to be followed in the solution of a given problem x Project Earth pressure Project Task Terraces Hanspaulka Part South Facing slope IV Name Support Walls 2 6m part I Customer Beltrade LTd Author James Baker Date 2z 9 2004 nik system metric al S Frame Project tab sheet Project Material The Material frame contains a table with a list of inputted filling aggregates and material 145 Geo 5 User s Guide Fine Ltd 2007 parameters of applied gabion wire netting Adding Editing material and netting is perform ed in the New material Edit material dialogue window The material parameters of filling and netting of currently selected gabion block are displayed in the right part of the frame 11 200 a Pi Et Irga inne Pichu Optio Hao ete oe R ZA O OOS Shaye H a o gt ED i 5 4 Fiara Pat riire b l Materia nn agregen OOOO Hich Pahi otreregti Partie spear kit bearing capacity 00 paw Frame Material Geometry The Geometry frame contains a table with a list of inputted blocks of a wall the lowest block
233. tability of a structure assuming either plane or broken slip surface The verification can be carried out depending on Setting using either factor of safety or the theory of limit states Individual steps of the verification procedure are described herein This frame also allows for the verification of nails bearing capacity This analysis must be checked in the frame Setting tab sheet Other IS Geo 5 Mai Gel pha Gest been ple_ ae Pi Edi Irga Antes Pehoee ig ho Cee oe Bm RA 0 P OOS Shae H oa Gp ZZ i reins i Typ of nai ee ane 8 A 11m iy i et alten a ea gi Meria ns o T E rroia a Sap aa 0 Bo assign am Terra c Wes JA cht R Eth 12 Settings EA ris stably E H e den E Hamr ca eT m Andad enaner Internal stably straght sip taos i Sakae i Fian dip verise o ahna F k o Hip arias o are y m E Grign of mip mieca ate depth 320 m Feri miik Gri Farce 200 r Creal Foe coed berg bese sk SE m 32h bi Parca cri mbp ot drain ree toca JA m Ams on Hiparh diii pee m O00 a Parca cri nip maf rarik me F r Aces on tinal peer mag m 5 fir Faiy ce oyei FF m j Es 2 Ed ataky c mip KLEC M SATEPALTORY Frame Internal stability Verification The Verification frame shows the analysis results Several computation with different coefficients of resultant force effects can be carried out for a single task To verify the external stabili
234. tains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The values are specified according to Geometry chart displayed in the right part of the dialogue window The inputted surchages can also be edited on the desktop with the help of active objects The z coordinate measured from the foundation joint of a structure is specified positive direction downwards when inputting the surcharge at a depth different from the depth of foundation joint The surcharge Is considered only when computing settlement and rotation of a foundation in which case it increases the stress in soil below foundation When computing the foundation bearing capacity the surcharge is not considered its presence would increase the bearing capacity 166 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Spread fosting E Hel paa SOY Genet za DOM oe m BA AS ODO Stage H censtrection lt Z i ma Dr Fi re n k n w KET n DOD p z v 200 r a 15 e Rotation a SOY hm 0 00 r Frame Surcharge Water incompressible subsoil The Water 1S frame serves to specify the depth of ground water table and level of incompressible subsoil The values can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The influence of water is manifested by the change of ground water pr
235. ters Angle of intern Friction Cohesion of soil Desigh strength Foundation width lt 3 0 m Coeff of structural strength rm 0 3 For Eas lt 4 overconsolidated m 0 1 yr Manually OK OK Assign Cancel Dialogue window Soil classification Pressing the OK button shows in the Add new soil recommended values next to corresponding input fields see Fig Pressing the OK Assign button then assigns to individual input fields the average values of soil parameters The Cancel button leaves the window with no action The Manual button opens the Manual soil classification dialogue window that allows for classifying the soil if its parameters are known e g from laboratory measurements grading moisture compactness Add new soils Identification Mame Class F2 consis stiff Class F2 consistency very stiff Basic data Bulk weight y 19 50 kNm Stress state effective F Angle of intern Friction Gef 27 00 Cohesion of soil Caf 10 00 kPa Angle of Friction struc sail i Pressure at rest Zail rahasia Soil classification recommended range of values Soil and rock labels 26 Geo 5 User s Guide Fine Ltd 2007 The soil inputted either manually or inserted from the catalogue of soils can be assigned a Sample type of hatching and color to be shown in the profile on the desktop A color selected from the Deskto
236. th of the foundation as d Le fict S where A iot overall area of foundation including all jumps S length of abutment foundation Act fictitious width of foundation for verification analysis The foundation is then considered as being rectangular which is simplified but rather 203 Geo 5 User s Guide Fine Ltd 2007 conservative assumption Geo 5 Abetiment Creare File il REGS heme LEH ae Cre be TtT A gagy OOS Shage H censtrections cp ZZ 1 2 Frame Wings Geometry plane view The frame Geometry plane view allows for inputting the abutment length length of abutment foundation and also dimensions of abutment wings Dimensions can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions For details on the effect of abutment dimensions on verification analysis we refer the reader to section Calculating of abutment forces Geo 5 Abatement C Preprem Filesif MEVGeoS Wheel 1_ EM pag Pi Edi Input Anatpem Pictures Settings Hap DOM oe m BARA ODO Stage censtrectiogs cp ZZ 1 2 wus prot Footing baryg h i cop Arest length b 5 00 ind t o r 204 Geo 5 User s Guide Fine Ltd 2007 Frame Geometry plane view Foundation steps The frame Foundation steps serves to input the steps of foundation below abutment This option thus allows for specifying additional shapes of bridge abu
237. the frame appearance and makes possible to introduce constrains on optimization procedure It is also possible to specify how to deal with anchors in the analysis box Infinite anchor lengths assumed The slip surface even the optimized one must be introduced in the frame several possibilities are available o Circular slip surface 88 Geo 5 User s Guide Fine Ltd 2007 using mouse press the I nput button to active the input regime and then by clicking the left mouse button enter three points to define a circular slip surface the introduced slip surface can be further modified using the Modify button or specified again with the help of the Replace button using the dialogue window pressing the I nput button in the Circular slip Surface frame opens the Circular slip surface dialogue window that allows for specifying the radius and coordinates of center o Polygonal slip surface Using mouse press the I nput button to active the input regime entering the Surface points proceeds in the same steps as when Specifying interfaces using table pressing the button I nput actives several buttons that allow for filling the adjacent table with the coordinates of slip surface points buttons Add Modify Remove The analysis results appear in the left part of the frame and the optimized slip surface on the desktop Visualization of results can be adjusted in the Setting visualization style dia
238. the hint chapter Influence of surcharge Gea 5 Ha Gel pia Ges been ple j Pi Eri iru rn Pichu Satine Hap Domy man OOOS Stage H ta cp Z pi Frame Surcharge 225 Geo 5 User s Guide Fine Ltd 2007 Earthquake The Earthquake frame serves to input earthquake parameters Directions of inputted earthquake effects are displayed on the desktop Analysis of earth pressures while accounting for earthquake is described in the theoretical part of the hint in chapter Influence earthquake IS Geo 5 Ha Helpihaia Gees mar ple_ T sj Pi Edi Irga Anat Pehoee Seto hu Cte oe Rea O O OOO Stage H oa Gp ZZ i hel rari to Tyra of naii J Pade era GT Mariai E Pro ia amp ap Bo assign a Terri surcharge W parihasa 2 Setting E Inter hak E teen E Hamr cm E Ciraraining Horirordal mee coatticient k ih cher stability Vesi sare od en kym D npu pant of aonkoation of poze heer A parame S Fabriched main Fram aber Frame Earthauake Setting The Setting frame contains basic settings for the analysis of earth pressures The program offers pre setting for different countries Czech Republic Germany France and Standard setting recommended by the authors of the program for countries no included in the list While changing settings in the combo list the values of coefficients of reduction of soll parameters in corresponding windows are changed
239. tings Hel Cea Pee BAO Oooh M Comsbructien stage BH fi Fe ee ee o a d h A o o at eae baa iiaaldiiiil abet baa ia ja Prat l nietes E Frame Interface Embankment The Embankment frame allows for inputting interfaces to create an embankment above the current terrain The frame contains a table with a list of interfaces forming the embankment A table listing the points of currently selected interface of the em bankment is displayed in the mid section of the frame Inputting an embankment interface follows the same steps as used for standard interfaces An embankment cannot be specified in the first stage of construction An embankment cannot be built if there is an earth cut already specified in a given stage in such a case either a new stage of construction must be introduced for embankment input or the existing open cut must be first removed ve Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Stability a clogs Do Wei ete Gea Mangu zam T ck p lage W psi Fle Edit rout Piire Settings Help Oecd Yoh Ae tooo H Construction stage E E i Z C ee E E E Se P fw PA Enbaniresni det O kou CECA Frame Embankment Earth cut The Earth cut frame serves to specify the shape of an open cut This function allows for modifying the terrain profile within a given stage of construction Several earth cuts can be introduced at the same time In such a case some of th
240. tion o gt 32 i Frame Assign Terrain The Terrain frame allows by pressing the button for specifying the terrain shape The selected shape with graphic hint Parameter chart of inputted values is displayed in the left part of the frame The terrain shape can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The last option to choose from is a general shape of a terrain In this case the frame contains a table with a list of terrain points The first point with coordinates 0 0 coincides with the top point of a structure Analysis of earth pressures in case of inclined terrain is described in the theoretical part of the help Distribution of earth pressures for broken terrain 43 Geo 5 User s Guide Fine Ltd 2007 Geo 5 berth prescere Madeta GEO UMHamag ulka past IN 2T 7 2004 pir Pi Edi Input enep Fichurmu Opti Ho DF Ul nm Rao P ODO Stage censtrection lt Z i LM Om pee re m T 1 j e ie iey E Proe ies ake BS assign a Terre cy We E schon R Esitys AZ Settings E araka B 6 A mm a Chart of panes Tea ah Char aries i piy Doty nal 1m m U SNO nn ee T a 10y i nD in Frame Terrain Water The Water allows by pressing the button for selecting the type of water The selected type together with a graphic hint Parameter chart of inputted values is displayed in the l
241. tion stage d Pa o f a mA Control menu of program Horizontal tool bars The program contains the following tool bars e Tool bar Files e Tool bar Scale and shift e Tool bar Plot setting e Tool bar Stage of construction Tool bar Files The tool bar contains the following buttons Dee ca B B B3 Tool bar Files Individual buttons function as follows C New file e opens a new file if there is an existing task opened in the same window the program prompts the user to save the unsaved data O Geo 5 User s Guide Open file Save data into file K Undo Ca Redo AJ EE i Print and export document Print and export picture Copy Insert Fine Ltd 2007 e opens an existing file if there is an existing task opened in the same window the program prompts the user to save the unsaved data e saves data of currently opened task if no name is assigned to the task the program opens the Save as dialogue window e returns the last performed step the function is available only in programs with 2D environment and must be allowed in dialogue window Options e restores one returned step the function is available only in programs with 2D environment and must be allowed in dialogue window Options e opens the dialogue window to create edit and print output documents e opens the dialogue window to create edit and print the current drawing displaye
242. tment Adding editing foundation step is performed in the New step dialogue window Inputted foundation steps can be edited on the desktop with the help of active dimensions or active objects respectively Geo 5 Abetment E Frapan Files MEM Sioa LEH paa Pi Edi irpui Anat Pete Seto Hep ete oe 20 BARA 0 P OOS Stage H censtrections cp ZZ i 2 A Footing steps GT Matrial Frame Foundation steps Material The Material frame allows for the selection of material parameters for concrete and longitudinal steel reinforcements Two options are available when selecting the material type e the Catalogue button opens the Material catalogue dialogue window for concrete or steel reinforcements the list of materials then serves to select the desired material e the User button opens the Edit material concrete dialogue window for concrete or the Edit material concrete steel dialogue window for longitudinal steel reinforcements which allows for manual specification of material parameters The catalogues content depends on the selection of standard for the design of concrete structures set in the Project frame The input field in the upper part of the frame serves to specify the abutment unit weight 205 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Abetment CR rearem Files ME Geo hodi M ae Pi Eo Irga Anat Pehoee Tig Hep Dee oe 2 MAA ODE Stage H censtrectionn cp ZZ f
243. try Extra hkriremialfach H 14 67 kx Ah hn Factor of mami ZK ES gt 1 SD Bean pay ithe ae Cee E CERT Re Pach of ey m HE jE pi Part Baar apy iri thee later direction iu ACCEFTRLE F F Sorcha n Waker Ta Sathngi B isis EE mi Ls Cararaiarr Foundation beeing capaci in AOOEFT E E Frits ar FF i Race E Teitin Select raias miraia ZJ TERT EC APRCENY aba bsri DACH Himni bsr ciy CET BL E 4 Ba Earth repre st rest LATE CAPACI TE Shape of contact ree ratga r COEF TALE 12 Da zot is rey foot Oder bed Edit n pan Frame 1 LS bearing of a footing 2 LS settlement and rotation of a footing The 2 LS frame serves to compute the foundation settlement and rotation The frame allows for more analyses The verification can be performed either for individual loads or the program finds the most critical one can be selected from combo list The analysis of foundation settlement and rotation is carried out according to the theory specified in the frame Project tab sheet Analysis The stress in the footing button can be subtracted from the geostatic stress given by e original ground e finished grade e not specified Distributions of the geostatic stress and the stress increment below foundation are displayed in the left part of the desktop The label below footing represents the depth of deformation zone The stress is drawn below footing at the point with a ch
244. tting dialogue window This dialogue window allows for specifying all drawing parameters parameters to display depression line and influence zone to set color range to draw tilted sections isosurfaces and 190 Geo 5 User s Guide Fine Ltd 2007 isolines etc option to store individual views selecting values for visualization either total values or their change during the last calculation stage or their change in comparison with previous stages can be plotted The setting is available only in problems where it makes sense It is therefore possible to display the change of stress settlement or deformation in comparison with previous stages however always the current depth of influence zone is plotted selecting variables SigmaZ tot overall vertical total stress kPa ksf SigmaZ eff overall vertical effective stress kPa ksf Pore pressure stress due to water kPa ksf Settlement settlement of a point mm feet Deformation relative settlement of a layer 1000 plotting option do not plot isosurfaces isolines The color range is visible on the right part of the desktop The buttons for setting the color range are located below Visualization of results can be adjusted in the Setting visualization style dialogue window Geo 5 Setilenent C rap Files if ME Veo Some gpa Fie Et nmi Fibre Settings Help Oe Poh AAO et Ooo M Comstruction stage Bl p1 Z A de Shora cranes F v
245. tting in the frame Setting Procedure to derive distribution of internal forces in individual cross sections is described in the theoretical part of this hint Joints between masonry blocks are verified according to AS 3700 Masonry structures standard The program verifies the bearing capacity for bending shear and combination of compression and bending Reinforcement can be specified on both front and back sides of a structure An additional loading applied to a cross section bending moment compressive normal force and shear force can also be specified These additional forces are added to the computed ones Dimensioning of steel reiforced concrete structure is performed according to the standard set in the frame Project Several computations for various cross sections can be carried out Various design coefficients of individual forces can also be specified The resulting forces are displayed on the desktop and are updated with an arbitrary change in data or setting specified in the frame The In detail button opens the dialogue window that contains detailed listing of the dimensioning results Visualization of results can be adjusted in the Setting visualization style dialogue window Gea 5 Aches Wal Del pineal p st A a Pi Eo irgu enep Pehoee Setee Hap D Fm oe RSA O ODO SLBH H centrations op ZZ i ja Framrt d avratry GT Matrial E Prats a Salk BS assign a Terran cs Jm suchas al FF resistance Ch
246. ture The program allows for storing the current picture irrespectively of the program regime To that end press the Add picture button on the vertical tool bar The button opens the New picture dialogue window and inserts the current view on the desktop view in the window The picture is always linked to a certain input regime or analysis The current regime is displayed next to the picture name When printing document the picture is automatically added to a specific regime in the tree The program allows for defining the picture either for a specific stage of construction or for the current analysis or adjusting the setting such that the picture is added to the doc ument in all stages of construction or all analyses The latter option is assumed when selecting all in the Stages combo list or Analysis list Warning All inputted pictures are automatically regenerated whenever modifying data The picture view can be adjusted with the help of vertical tool bar in the left part of the window edit size and location See Tool bar scale and shift section for more details on individual buttons The last button on the bar allows for adjusting the picture page ratio The Picture setting frame in bottom part of the dialogue window further allows for adjusting colors and style of line object drawing see Setting visualization style The OK button stores the picture into the Picture list It can be then opened and modified
247. ty a fictitious structure wall is created and further subjected to the verification analysis A fictitious wall consists of the structure front face a line connecting end points of individual nails a vertical line constructed from the end point of the first nail up to the terrain depth and from the end point of the last nail up to the structure 227 Geo 5 User s Guide Fine Ltd 2007 depth thus the bottom edge of a fictitious structure is always horizontal The wall points that cause a concave curvature of the structure back face are automatically excluded by the program The structure is loaded by an active earth pressure Procedure for wall verification is described in the theoretical part of the hint The computed forced are displayed on the desktop and are automatically updated with every change of input data and setting The right part of the frame shows the result of verification of a wall against overturning and translation The In detail button opens the dialogue window which contains detailed listing of the results of verification analysis Visualization of results can be adjusted in the Setting visualization style dialogue window IS Gea 5 Ha E Helpa es sem ple_ iph Pie Edi irgu na Pehoee Tet Hap Cee oe m2 BRA G ODE Stage H censtrections n SE pi 43 Pram Garay fF Typa of rae J Pade gen GT Mariai E Pro ia G ie i a Sail JE Sod BO assign Pa j EN Terra Zz ob wine m surcharge v iii
248. ues of coefficients according to EC7 and coefficients for computing the self weight of both foundation and overburden The frame further serves for inputting the design coefficients to determine the vertical bearing capacity and the horizontal bearing capacity of a foundation respectively a Verification Safety Factor Calculation setting User defined W Factor of safety vertical bearing capacity Safety Factor Factor of safety horizontal bearing capacity C Limit states Frame Setting safety factor 168 Geo 5 User s Guide Fine Ltd 2007 xl verification Coefficients of reduction of soil parameters Calculation setting User defined Reduction coeff of internal Friction angle mg C Safety Factor Reduction coeff af cohesion Yne Zemn Coeff of reduc of bulk weight of Foundation m Coeff of reduc of bulk weight of overburden Yme Coeff Trp reduces tangent of angle of internal Friction Coeff of reduc of vertical bearing capacity ey Coeff of reduc of earth resistance Yne Coeff of reduc of vertical bearing capacity RH Frame Setting limit states 1 LS bearing of a footing The 1 LS frame serves to verify the verital and horizontal bearing capacity ofa footing More computations can be performed in the frame The verification can be performed either for individual loads or the program f
249. undation frame allows for selecting a type of foundation The selected type with graphic hint Geometry chart of inputted values is displayed in the left part of the frame The values can be edited either in the frame by inserting values into input fields or on the desktop with the help of active dimensions The frame also serves to specify the bulk weight of overburden The following types of foundations can be selected e Centric spread footing e Circular spread footing e Eccentric spread footing e Circular stepped spread e Strip footing e Centric spread footing with batter e Stepped centric spread footing e Eccentric spread footing with batter e Stepped eccentric spread footing The soil profile is specified from the original ground The foundation bearing capacity depends mainly on the depth of foundation measured from the finished grade Providing the finished grade is found above the original ground it required to assign the same depth to both the finished grade and original ground and introduce into subsoil a layer with a new made up ground This frame also allows for inputting the foundation thickness When completed the foundation is usually filled up with a soil its bulk weight must be 160 Geo 5 User s Guide Fine Ltd 2007 specified Overburden bulk weight Providing the analysis follows the theory of limit states its weight is multiplied by the coefficient inputted in the frame Setting For foundations
250. ure The inputted sections can be further edited on the desktop with the help of active objects double clicking on a structure opens a dialog window with a given section MS Geo 5 Sheet ap check Hebe Geo SH eee eriin pari _ Iaer Pi Eo Irga Aneto Pehoee Optio Ho DeFeet Pe Rage ODO E Stage censtrection lt Z i E Pro a Place kh Z Sols FE prei RA asig T Eresin Teran K Water J ordag G Parca i Anchors E Prope E Suppers H erha 5 Sing EJ Arado CoS Fi Pleg ijj i DEE A wera 1 mira FFa PF aft Eiba day m PE Shed rainfonced concnste reat v E CBE FA FEST E jmi V Erp L 1M Steetrenforced corerate rectangular vad jul zmem O zm mnm ba mosekenm ame o oo a Ge j E Brne carry Total Fit kat Frame Geometry Adding and editing section The New section Edit section Insert section dialog window contains the following items Type of wall e combo list containing individual types of walls to create a Sheeting pile wall reinforced concrete rectangular wall Sheet pile wall steel cross section or own generation of desired cross sectional characteristics Section length e use input field to specify length of sheeting wall or length of a given section of a structure respectively Coeff of reduc of e coefficient allowing for computation of braced sheeting for earth press below classical sheeting is set equal to one dit
251. ut button Setting visualization style O lt none gt Defining range Horizontal scale Vertical scale Setting height multiplier Gj Geo 5 User s Guide Fine Ltd 2007 E Geo 5 Slakilil af slags Dini ats Gea Seo ah aap lage V gr File Edit rout Pituee Settings Hel Oe Vo AAO OOS amp Comabnctien stage BE i Z Z OA Kim u i iiliiiidildiidailiiiidldiiiiliiiildiiiiliiiildiiiiliiiiliiii iiiilii miy BS 1 E Ship amal prany B simi E ay S Arcee nabysis Pairi T of phi d r La Restriction rot inputted donne anchors oc finde ien Ghama fag stabilty miira The iasi has not besi cari oul Visualization of the resulting slip surface when using height multiplier Program Cantilever Wall Project The Project frame is used to input the basic project data and to specify the overall setting of the analysis run The Project tab sheet contains an input form to introduce the basic data about the analyzed task i e project information project description date etc The Project tab sheet also allows the user to switch analysis units metric imperial The Project tab sheet further serves to specify a standard for concrete structures dimensioning Referring to the selected standard the types of concrete and steel are then inputted in the Material frame The dimensioning of cross sections of the analyzed structure is then performed in the Dimensioning frame
252. ut data re Reduction coeff of cohesion ine eee Eo kk Reduction of soil parametres limit states pa Hon coeff of Poisson s ratio Reduction coeff af spec weight behind constr im Reduction coeff of spec weight infront of constr m Coeff Trap reduces tangent of angle of internal Friction Frame Setting 58 Geo 5 User s Guide Fine Ltd 2007 Analysis The Analysis frame displays the analysis results The analysis is carried out by pressing the Analyze button in the right part of the frame The frame has two variants The first variant applies to a wall free of anchors sheet pile and the second one to an anchored strutted wall A coefficient of reduction of passive earth pressure or factor of safety together with a choice whether to consider a minimum dimensioning pressure behind the structure is specified for a non anchored wall A type of heel support fixed free and analysis parameters coefficient of reduction of passive pressure minimum dimensioning pressure are specified for an anchored wall The analysis results are displayed on the desktop Visualization of results can be adjusted in the Setting visualization style dialogue window I Geo 5 Sheet ap desen DWE Ge Si amu ka cls Pi Eo Irga Aneto Piehoee Opti Ha Dem amp E U B Stage H o o gt 22 i Langih of ciuch ii siri Pii H HA OGRA P i T o ee ee a ar e e rik a oh
253. with an undrained subsoil type of analysis is selected in the frame Project tab sheet Analysis it is possible to introduce an inclination of the finished grade and footing bottom In all other cases both the gound and footing bottom are horizontal cea 5 Spread fasting E Helpa Gest Denne mea Pi Edi irp Aneto Pech Optio Ha Dee oe RZA O V OOO 1 Ta Project E Prats lu Bd amig E Fours i Load 1 Vrh Ah sabei GT Matrial MP archa n Waker A Z ating E wats H mi 3 E earem pterea NEE Ain Foundation LED ne Bks bmn l LOD Ki An grouting of terran Foods theres b bao ra kel of pruip of rai n oo bed of Foundation cat s DU fy Frame Foundation Load The Load frame contains a table with a list of inputted loads Adding editing loads is performed in the New edit load dialogue window Input of individual forces follows the sign convention displayed in the right part of the dialogue window The following types of loading can be specified design load serves to verify the foundation bearing capacity service load serves to compute the foundation settlement and rotation Dimensioning of reinforcements assumed for the foundation is carried out for both types of loading The foundation is loaded always in the contact point between column and foundation The program automatically computes the foundation self weight and the weight of overburden
254. xis The ground water table can also be specified above the structure or earth profile respectively in such a case the depth of water is inputted with negative value Analysis of earth pressures with influence of water is described in the theoretical part of the hint chapter Influence of water The program further allows for specifying a depth of tensile cracks filled with water 97 Geo 5 User s Guide Fine Ltd 2007 Geo 5 Cantl eve Wn ui Gea Ham peske pari JI mr Fin Edi input Anetye Picture Optimum Hap Dee Uzly RZA O OOS Stage censtrection lt Z i JI Garratry GT Mariai B Proe iy hy Bo assign a Terran ad kakar 8 Sechorge af FF maies E appied torces R Erik AE song E t i dn Ej pee cap Chart of paaral Greek bbs TT i GWT bahid corar i 40 ra iipit en iia che to dT GANT Frame Water Surcharge The Surcharge frame contains a table with a list of inputted surcharges Adding editing Surcharge is performed in the New edit surcharge dialogue window The inputted Surchages can be edited on the desktop with the help of active dimensions or active objects respectively The z coordinate measured from the top point of a structure is specified positive direction downwards when inputting the surcharge at a certain depth Providing the surcharge is found off the terrain the computer prompts an error message Analysis of earth pressures due to surcharges is descr

Geo 5 - User's Guide © Fine Ltd. 2007 - 4M-VK

Contents

Download Pdf Manuals

Related Search

Related Contents

Geo 5 - User's Guide &copy; Fine Ltd. 2007 - 4M-VK

Contents

Download Pdf Manuals

Related Search

Related Contents

Geo 5 - User's Guide © Fine Ltd. 2007 - 4M-VK