小型締固め機械の締固め能力と 締固め土品質測定手法の - R-Cube
Contents
1.2.
3.
4.
5. 9 1 2
6. 4 2 4 2 1 3
7. 135 be a H St SS 136
8. aR 3 6 23
9. 2 3 5 2 1 10 2 1 mm oR ah oma MRHOOODSA 2 4 2 3
10. 1 3 7 1 2
11. 5Okg 700kg
12. 2 30kg 30 000kg 80
13. 4 5 4 6 12 0 4 35 4
14. 6 5 6 5 370 kg 509 kg 191 kg 290 kg 7 80 7 80 6 13 80 B A 0 05 m s
15. 6 2 6 2 1 6 1 a 2 6 1 Runge Kutta 105 pa 2 sin0X mmowy m C9 mi yl c 1 yp k yi Y2 m8 mM gt Cy 2 2 k y
16. 7 1 9
17. 2 129 1 2 3 4 5 6 7 1975 89 9 FE 990 203 3 207 p oh a JE Pr mem rs i 200 1 _ 31 ma pp 18 2007 p a 5 aa FW BT gt WD eu
18. 5 6 2 1 3 4 5 6
19. 3 26 3 31 1 95 3 26 0 1 m 0 2m 3 26 3 31 0 1 m 100 3 32 3 37
20. 4 2 2 2 1 mW ll NA NE 4 NN gs BL s gn
21. 8 en 3 3 2 3 2 1
22. 0 6 1 1 2 2 3 4
23. 2 LED 1 132 7 5
24. 85 1 2 3 4 5 6 7 8 pp 52 60 1999 20 pp 26 47 1984 p 37 2012 pp73 76 p 66 pp 73 74 2012 vol 41 No 11 pp 96 99 2013 vol 41 No 12 pp 92 97 2013 vol 37 No 7 pp 10 13 2009
25. 30cm 10cm
26. 12 0 1 2 1 D 4 4 4 39 4 4 3 4 16 5 4 4 16 95 1 590 g cm 4 39 2 0 2 m 8
27. A c 4 33 4 33 100 77 4 29 4 34 i 1
28. 0 4 6 3 6 3 6 4 c d 0 3 m s 2 5 MN m
29. a 105 105 105 105 110 113 117 126 126 126 126 128 129 131 131 131 131 132 133 133 135 1 1 1 3
30. 102 1 2 3 4 5 0 7 8 10 11 12 13 14 15 16 17 18 Thumer H Sandstrom A A New Device for Instant Compaction Control Proceedings International Conference on Compaction vol 2 DD 611 614 1980 2184 pp 37 76 1983 Floss R Gruber N and Obermayer J A Dynamical Test Method for Continuous Compaction Control Proceedings of the European Conference on Soil and Foundation Engineering vol 1 pp 25 30 1983 No 487 II 26 pp 237 245 1994
31. B 2 4 3 ee 4 Se 7 6
32. 3 K7 2 Ye 128 B A
33. 6 2 18 15 10 ES 5 0 RE NC VMS KS kg 2 18 18 2 18 300 kg 349 kg 2 4 3 2 4 kg 330 kN Hz mm 2 4 4
34. 0 1 m 2 7 ton 2 3 3 3 3 3 2 2 2 1 1 3 3 3 1 3 3 25 3 4 3 6 JIS A 1210 A c 3 1 o me me om 1 674 1 571 1 531 Wopt 04 JIS A 1210 A c 100 90 60 70 60 50 ti 40 30 20 10 0 0 001 0 01 0 1 1 10 100 mm 3 3 3
35. 1 4 g 4 4 4 6 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m g 4 B zz 1 g 4 B zj z2 4 3 4 2 45 4 38 4 38 3 4 3 5 4
36. 453 3 2 98 1 NS 2 NS 3 4 3 4 45 4 4 4 4 2
37. 6 6 1 0 3 MN m
38. 4 38 2 3 4 2 1 2 80 12 31 0 gt 16 2 3 4 12 0 OE EEG 4 36 4 37 4 38
39. 1 B 80 B 80
40. zi z z zz 4 1 z z 4 2 2 f A4 B z 4 2 21 4 z z 4 2 4 3 22 8W 45 z 5 zl O ET 4 3 2 1 z g 4 B z 2 f A4 B z 2 4 3 4 4 p zr 2 A 0 1 m B 0 1 m 0 2 m
41. 131 1 4 3 49 45 45 2 4 3 4 6 3 2 2 3 45 12 0 1 0
42. 6 4 a 0 3 MN m 0 6 4 b 1 0 MN m 111 0 45 0 40 0 35 0 30 0 25 tN 0 20 0 10 1 0 05 a 000 1 0 0 0 10 0 15 0 20 0
43. 3 2 2 16 3 2 1 10m m 3 2 3 8 10 cm 3 3 25 36 1 65 1 60 1 55 1 50 g cm3 NH 1 45 HB 1 40 1 35 1 30 3 25 16
44. 2 2 6 2 6 Exciter forces T 2 3 4
45. 9 6 4 6 4 II ao 70 MN m 113 9 6 4 4 6 6 6 7 a 6 6 27 1 v r 0 15 m EE MN m 6 7 2 dQ v Vl m m Vl m 1 In 77 In 1 7 m 1 71 1 b m da 2a
46. 4 31 a b d c 79 2 4 31 2 4 32 A B 4 31 B 4 32 a b 4 31 a b 4 32 N 1 a b A B A Q tM B w 0 4 31 1 4 31 A B A B a b a b
47. 3 4 2 95 3 26 3 31 95 8 1 2 3 0 km h 1 3 43 3 48 48 2 po AN 3 43 1
48. 2013 7
49. ON OFE 6 5 6 8 117 K7 6 6
50. 1 8 a CD 1 6 Pdmax TS 13 1 674 g em3 13 pamas 1 571 g cm op 16 0 Wopt wo 18 2 Wopt 1 2 I 1 2 1 1 1 1 0 4 8 12 16 20 24 28 0 4 8 12 16 20 24 28 w w 3 4 3 5 20 1 7 Sp1 6 QQ 15 E14 1 1 531 g c le 15 20 25 30 35 40 w 3 6 3 3 2 3 2 4 3 2 3 2 0 Hz 3 2 4
51. A STUDY OF COMPACTION PERFORMANCE AND QUALITY MEASUREMENT SYSTEM OF LIGHT COMPACTION MACHINES 2014 12 December 2014 HASHIMOTO Takeshi Principal referee Professor TATEYAMA Kazuyosh
52. 4 3 4 5 6 7
53. 2 1 Vol 18 No 9 pp 15 20 1963 2 Vol 10 No 12 pp 41 46 1974 3 No 392 pp 44 48 1980 4 p 78 2012 5 20 pp 26 47 1984 6 No 717 pp 14 19 2009 2 2 1
54. 2 LED 1
55. 3 3 GE lt RE 2 3 4 9 3 4
56. 2 NS 3 Se 82 6 1 16 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 1 2 30 g 4 B 21 22 MRO 286 6 kPa 236 7 kPa 168 2 kPa 45 3 2 4 A 4 35 S 3 3 3 1 64 1 L352 16 3 ON NN pamax 95 1 590 g cm TM 0 O X 1 70 1 65 p gt 8 1 60 BE IN J 1 55 0 0 lm a a Ys I gt lt 3 0 1 0 2m nl 1 50 ss UN 0 2 0 3m 1 45 9 10 11 12 13 14 15 16 17 18 19 20 21 w 4 39 6 4 7
57. JE 9 Abstract In earth works the quality of compaction work on soils is a critical determining factor of structural quality and careful execution is thus crucial especially at narrow sites where light compaction machines must be employed In such cases ground settlement may cause unfavorable conditions such as unevenness of ground at junctions with adjacent structures or foundations However studies on works using light compaction machines have fallen behind those involving heavy compaction machines and consequently decisions at actual sites such as machine
58. mn 8 ET 133 2 3 4
59. 4 1 4 1 4 2 4 1 2 4 1 AB kg kN W kN A m B m 0 c kPa 0 05 0 1 50 15 1 N 40 0 2 0 25 0 3 0 35 A B C D 4 2 3 4 2 1
60. 6 4 8 0 MN m 1 50 30 0 4 0 3 0 45 0 3 0 45 6 3
61. 4 3 ER 4 3 ps 4 4 5 4 4 1 16 8 0 2 4 6 8 12 16 3 2 5 4 4 6 4 3 3 3 1 3 3 2 8 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 4 14 4 18 67 g cm3 g cm3 g cm3 0 2 0 3 m Rl 1 0 2 m 4 15 2 0 3 m 6 1 0 2 m 4 16 08 3 0 2 0 3 m 1 0 2 m g cm3
62. ED 100 150 200 250 300 330 4 kPa 4 29 453 74 3 4 3 6 4 29 3 4 3 6 4 30 A Rh w 4 30
63. TNT 0 1 m 22 3 3 3 4 3 3 3 4 4
64. 2 2 2
65. 4 29 4 38 4 38 453 4S 453 150 kPa 95 48j 95 5 45
66. 1 14 2 3 2 4 2 1 2 3 2 3 1 x es SWG 2 2 1
67. 9 a 3 38 0 1 m 100 3 32 3 37 3 38 2 3 4 3 4 1 3 39 3 42 45 9 9 3 0 2 5 2 0 1 5 EN pp 1 0 wm 0 5
68. 3 4 4 AMMANN BOMAG WACKER NEUSON Weber mt 2014 3 6 2014 3 23
69. 2 1 OE ND 7 2 3 3 3 4 3 3 3 4 7 3 3 3 3 4
70. z z 4 4 4 7 2 og re 4 4 A B 27 47 B kPa B m LP 4 kN m W kN 4 Gm z m 60 4 1 4 4 4 8 c kPa 0 3 0 35 A B C D 4 8 2 4 8 4 2 4 Z 2 z 2
71. 2000 2010 5 2 5 1
72. vol 41 No 9 pp 103 106 2013 60 59 5 1 1980
73. 95 3 2 0 5 m 0 7 mX 25 mX 0 3 m 0 3m 3 2 3 2 3 2 24 3 2
74. 0 3 UCR c eg 6 2 2 6 1 6 2 6 3 6 3 0 3 MN m 1 0 3 MN m
75. 2 2 0 Bm P 3 4 26 0 2 4 6 8 12 16 10 m 3 5 0 1 m 0 1 m 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 25 m
76. 2 3 2 2 2 2 2 3 2 3 2 py 1 a hm 1 GE 4 2 lt br KK ee 2 lt EE KSSS s hs NN Y 1 U NN NN AS Wh me A er lt
77. 4 30 A B C gi 1 4 31 4 31 a b 4 31 A B
78. 80 2 4 1 2 8 2 9 2 10 4 4 30 0 25 0 20 0 kN Sh S 0 0 0 0 100 150 kg 2 8 120 110 100 90 80 70 60 30 40 30 20 10 0 Hz 0 30 100 150 kg 2 9
79. 80 A B 50 80 A 0 05 m s B 0 20 m s 127 6 10 6 13 6 16 6 19
80. 2 4 30 cm 10 cm 3 2 3 2 1 5 mX 44 8 mX 4 m 3 1 3 1 4m 44 3m 4 A Am 3 1 23 3 1 3 1 1 3 m 3 1 16 0 3 m 10 ton 8
81. 4 4 2 4 2 1 3 4 2 2 2 4 3 4 3 1 4 3 2 4 4 4 4 4 1 4 4 2 4 4 3 23 23 25 2 2 28 29 29 36 37 45 45 48 32 33 33 3 O 60 64 64 65 66 66 66 66 4 4 4 4 4 5 4 4 6 45 4 5 4S 4 6 7 5 5 5 2 5 2 1 BOMAG 5 2 2 5 3 5 8 1 RC 5 3 2 5 3 3 5 3 4 5 4
82. 6 2 107 0 0005sec 1 NO YES 9 2 5 2 i 5 5 2 1 6 2 6 1 6 2 6 3 2 108 MT 1 a 3 ee ee A Le om om ls ion 2 C ls lmlwlsls1i D 6 2 2 n 2D Mk Cj D 1 fo O
83. 5 5 5 5 1 5 5 2 5 5 3 5 5 4 5 5 5 Sw 6 67 67 67 74 82 84 87 87 87 88 90 91 91 91 91 92 93 96 96 97 97 97 99 100 6 6 2 1 2 2 3 4 6 280
84. 600 0 30 100 130 kg 2 10 13 2 8 2 9 2 10 30 kg 90 kg 50 kg 120 kg 2 8 2 9 90 Hz 100 Hz 2 10 80 kg 80 kg 500 mm 2 8 2 9 2 10
85. 3 81 4 6 4 38
86. 6 10 6 7 K 0 6 12 2 2 2 2 er MED ey te FC 1 _FC 6 12 K 2 7 4 6 8 6 9 KJ KJ 0 M 6 9 7 6 8 8 6 8 6 9 K 8 M 6 1 6 2 6 10 6 21 9 m1 119 m s 0 0 5 0 10 0 15 0 20 0 MN m 6 10
87. 2 14 CN 20 45 46 55 56 65 66 75 76 85 86 kg 2 14 2 14 56 kg 65 kg 2 3 3 2 3 16 2 4 3 2 15 2 16 2 17 4 4
88. 0 1 0 2 0 3m 4 12 64 4 3 2 3 3 4 1 2 4 4 4 13 c kPa 0 100 200 300 400 ee 0 05 3 2 0 1 5 0 15 N YU Mk 0 2 0 25 0 3 0 35 4 13 B 4 13 30 cm 45 2 3 3
89. 27 4 3 4 1 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 4 4 3 g 4z Z 0 001 m 7 4 3 B 0 1 m 0 2 m 0 3 m 350 0 2 0 3 m 0 1 0 2 m 0 0 1 m 0U m A 250 lt I 200 RR 150 0 A B C D 4 3 453 3
90. 5 9 LED K 5 10 18 8 93 LED LED LED 140 3 120 lt 100 2 80 60 1 40 20 0 0 0 9 4 6 8 10 12 14 16 4 LED 5 5 11 140 120 100 80 60 40 K MN m3 20 4 LED 5 6 15 140 120 100 Ka MN m3 2 FDc 100 80 60 1 40 20 0 0 0 2 4 6 8 10 12 14 16 4 LED 5 7 16 94 LED K MNm 6 8 10 12 140 120 100 Dc
91. 10 m 3 3 5 3 3 3 3 1 3 7 3 24 95 90 2 4 6 29 g cm3 HB dtJ 1 8 1 7 1 6 1 5 1 4 1 2 1 1 6 8 10 12 14 16
92. 4 38 4 3 12 0 1 2 4 7 4 1 LED
93. ee 11 0 Es 10 0 Hz o 0 20 40 60 80 100 kg 2 12 0 20 40 60 80 100 kg 2 13 15 2 12 2 13 50 kg 90 kg 55 kg 85 kg 2 12 10 8 Hz 12 Hz 2 13 65 kg 220 mm 270 mm 65 kg 270 mm 290 mm 2 12 2 13 6
94. 1 3 2 2 1 3 3 1 11 15 16 3 2 16 29 6 5 3 B 80 B 2 10 m FWD FWD 10 m 3 6 22 FWD FWD FWD FWD Light FWD 6 6 FWD 125 FWD 10m 6 22 6 6 F
95. 1 6 6 1 NV 6 9 F cosO ci 2 6 9 kM 2 c 2 X27 1 N jx W Mg 6 10 FeosO cI Hs eio 2 MQ tc x2 6 10 6 11 2 7C 277 2 2 7C D 2 lt 0 2 6 11 Mg c 1 Fcos8 Mg ei rie 6 7 M 2 x 118 7 62 me 6 7 gt gt
96. 2 19 2 20 2 21 4 4 45 0 40 0 35 0 _ 30 0 5 20 0 15 0 10 0 5 0 0 0 0 200 400 600 8OO 1000 1200 kg 2 19 Hz 0 200 400 600 800 1000 1200 kg 2 20 0 200 400 600 8OO 1000 1200 kg 2 21 2 19 2 20 2 21 510 kg 750 kg 600 kg 1 050 kg 2 19 2 20 1
97. 3 47 1 95 5 3 48 1 95 6 3 43 3 48 29 3 5 3 3
98. 6 3 31 6 40 3 26 3 31 8 2 0 1 m 0 2 m 0 2 m 0 3 m 2
99. 1 2 4 3 5 6 3 35 0 1 m 100 NR 43 m m 0 1 m 100 1 2 w 3 4 ee 5 e 6 3 36 0 1 m 100 0 1 m 100 80 85 90 95 100 105 1 2 4 3 5 6 3 37 0 1 m 100 44 3 38 0 1 m 100 m
100. 4 1 m m 0 1 m 100 1 2 w 3 4 e 5 e 6 3 32 0 1 m 100 0 1 m 100 1 2 3 5 6 3 33 0 1 m 100 42 m m 0 1 m 100 1 2 3 6 3 34 0 1 m 100 0 1 m 100
101. IST03 9 5 2 5 3 Ks 3 5 2 IST03 5 3 1ST03 92 LED 5 4 LED 5 4 LED 5 4 LED 0 0 3 m Kxo 5 5 5 8 LED
102. 2 6 6 6 7 6 8 6 8 6 8 6 3 6 4 6 8 6 5 6 8 2z 2 4 1 114 0 45 0 40 0 35 0 30 a 0 25 th 0 20 0 15 0 10 0 0 00 0 0 5 0 10 0 15 0 20 0 MN m 6 5 A 0 0 0 10 0 15 0 20 0 MN m 6 6
103. 4 4 zz z 4 5 2 LP Z 4 5 1 ZZ 2 B B 42 Ro tai ai Im A 6 1 4 z 4 5 4 6 61 22 rr 2 1 4 6 22 A 4 6 45 4 B WO z z2 4 6 4 1 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 4 5 4 9 4 0 2 0 3 nm 0 1 0 2 m 4 0 0 1 m 45 kPa A B C D 4 9 45 2 4 9 4 3
104. LED 5 5 BOMAG BPR45 55 with ECONOMIZER 5 5 1 7 0 15 m 1 5 m 0 5 mX3 7m 5 5 5 5 96 5 5 2 C 40 5 3 5 11 3 2
105. 93 5 6 1 No 717 pp 14 19 2009 2 JGS1613 2003 2003 3 Vol 18 No 9 pp 15 20 1963 4 Vol 10 No 12 pp 41 46 1974 No 392 pp 44 48 1980 6 20 pp 26 47 1984 7 pp 109 112 1988 8 p 220 2010 54 4 4 1
106. 87 5 1 14 ereC Ammann hl pas 1 8864 ind a gt where B ET 2 Geodynamik CMV C i _40 59 RMV Caterpillar Geodynamik RMV pr lt MDP Ps WV sina mV b Geodynamik CMV C 7 Bouncmg Value Dynapac Le Bouncing Value 2 EL An Sakai waedswtetesatAe vg 5 1 3 AMMAN BOMAG BOMAG 2 5 2 1
107. pp975 976 2006 IST03 24 103 pp 61 64 2012 19 FWD FWD pp 63 74 2003 20 FWD Light FWD pp 4 17 2008 104 6 6 1
108. 4 6 2 6 1 2 3 5 6 3 0 kmh 1 2 3 5 6
109. 4A 0 50 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 0 50 0 60 0 70 0 80 m s 00 5 0 10 0 15 0 20 0 MN m ml 129kg ml 200kg ml1 300kg ml 400kg ml 500kg 6 11 A 0 50 0 45 0 40 0 35 02 0 20 0 15 0 10 0 05 0 00 0 0 0 10 0 15 0 20 0 4 MN m m2 109kg m2 150kg m2 200kg m2 250kg m2 300kg 6 12 A 120 m s K 0 0 0 10 0 15 0 20 0 MN m lt 0 50 0 60 0 70 06 80 6 13
110. 55 Hz 2 21 2 19 2 20 2 21 6 2 22 20 13 tN 570 571 620 621 670 671 720 721 770 771 kg 2 22 2 22 571 kg 620 kg 2 5 MR 3 6
111. E kN 0 200 400 600 800 kg 2 15 120 100 80 60 Hz 40 20 0 200 400 600 800 kg 2 16 0 200 400 600 800 kg 2 17 2 15 2 16 2 17 70 kg 550 kg 90 kg 770 kg 2 15 2 16 2 17 2 15 2 16 2 17
112. 0 0 15 m K 5 12 LED K MN m3 4 LED 5 12 99 LED 5 13 LED K 5 14 100 95 lt 90 85 80 75 70 0 1 2 3 4 5 6 7 8 9 10 LED 5 13 LED 270 2 250 230 4 210 190 170 4 150 0 1 3 4 5 6 7 8 9 10 LED 5 14 LED 5 12 5 14 LED 5 6
113. 3 3 3 8 3 26 3 31 0 m 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 0 05 m 0 15 m 0 25 m 0 0 0 37 0 1 3 Q AO 02 0 3 3 26
114. 5 3 pamax 2 295 Wopt 04 0 01 0 1 1 10 100 mm 5 11 5 5 3 BOMAG BPR45 55D ECONOMIZER 5 5 4 5 5 1 BOMAG BPR45 55 with ECONOMIZER 6 3 Fu11 3 21 m 1 U 1 2 4 6 ECONOMIZER LED 97 0 15 m 5 6
115. 0 mys TN 2 0 3 2 MN Am O 3 2 5 20 0 MN m 110 0 45 0 40 0 35 0 30 0 25 0 0 15 0 10 0 05 0 00 m s 00 25 5 0 7 5 10 0 12 5 15 0 17 5 20 0 MN m A B C D 6 3 B 4 0 3 1 0 2 0 8 0 MN m 6 4 a b c 1
116. 4 1 4 X B 4Xj z cz 4 1 W AxB 4 1 3 9 4 1 2ABz A 8 gt 2 2 2 2 2 2 2 AB 42 4z2 B2 4z72 V42 B 4z 1 AB LA EA NB dy kPa 4 m B m kN z m 7
117. 0 55 m 0 6 m 0 1 m 2 7 ton 2 5 3 2 3 2 2 1 11 15 16 18 4 5 3 3 BOMAG BPR43 SD ECONOMIZER BOMAG 10 D LED LED 5 2
118. 2 4 MRH 600DS Ra 0 21 1 2010 2 2012 3 E h Rudolf Floss Compaction Technology in Earthwork and Hishway and Transportation Engineering BOMAG 2001 4 6 7 8 AMMAN AG 9 BOMAG GmbH 10 Wacker Neuson SE 11 Weber MT Inc 12 13 14 15 16 17 18 23 2012 22 3 3 1
119. 3 45 3 5 45 12 0 1 6 4 38 4 3 12 0 Q 84
120. g cm3 0 SO 100 150 200 250 300 4S kPa 4 28 45 2 5 4 19 4 23 4 24 4 28 45 4 1 4 5 4 3 4 6 4 s 4S 4 4 19 4 23 3 4 24 4 28 2 3 45 3 73 4 5 4
121. 3 2 2 3 1 4 3 3 3 2 LARIAT Ee 3 2 5 3 2 1 16 8 Fu11 U 3 4 0 5 m
122. 4 2 3 4 6 45 4 10 4 11 B 45 45 3 2 62 c kPa 0 100 200 300 400 3 1 2 0 35 4 10 B 4 kPa 350 0 2 0 3 m 300 0 1 0 2 m 4 0 0 1 m 250 200 150 100 50 0 45 3 AS 2 4 11 4S
123. 4 45 4 3 4 19 4 23 4 EE 4 29 4 19 4 23 4 29 453 4 29 45 45 45
124. 2 4 B e D 0 100 200 300 400 4 kPa 4 21 45 3 3 g cm3 1 1 0 100 200 300 400 4S kPa 4 22 45 3 4 0 50 100 150 200 250 300 4 kPa 4 23 49 3 5 g cm3 1 1 0 100 200 300 400 45 kPa 4 24 4 2 1 0 100 200 300 400 4 kPa 4 25 45 2 2 4 B e D 0 100 200 300 400 49 kPa 4 26 4 2 3 g cm3 0 100 200 300 400 45 kPa 4 27 4 2 4 1 8 0 n x 7 1 st We 6 a
125. 0 05 m s B 0 30 ms 4 Se 5 B 80 7 B 0 20 ms 6 Se
126. 65 4 4 4 4 45 4 4 1 3 2 1 3 2 1 4 2 4 2 em mw i easz22 TL 4 4 2 3 2 2 3 ES 4 4 3 4 1 4 1 66 4 4 4 1 3
127. A B C 4 17 4 0 2 0 3 m 0 1 0 2 m 4 0 0 1 m g cm3 A C 4 18 5 4 14 4 18 4 3 4 9 B 4 3 2 49 455 4 19 4 23 3 4 24 4 28 2 69 g cm3 1 tH 1 200 49 kPa 4 19 49 3 1 0 100 200 300 400 4 kPa 4 20 49 3
128. PE 1 myh 25 20 15 10 5 0 2 m 0 1 m AI 3 44 1 2 2 1 m3 h 49 1 m3h 1 mh 0 45 40 35 30 2 20 15 0 3 m me 10 EE es 0 2 m ha gt 3 45 1 NAN lt NN RNA RE 95 3 lt 2 I 3 46 1 95 4 1 0 1 mh 1 myh 2 0 1 m 50 45 40 35 30 25 20 15 PP a we 5 En RI 1 0 CC De
129. 3 2 D No 561 III 38 pp 215 226 1997 2 pp 271 27 1969 134 21 25
130. 3 7 0 1 m 1 1 8 1 7 E eo a eo e oe em oe oe 4 tN 9 1 1 0 2 4 6 8 10 12 14 16 ee A 3 8 0 1 m 0 2 m 1 1 8 1 7 1 6 EE ss ss ss sa E mses ss rh gt HM 14 6 SH RAR 1 3 1 2 1 1 0 2 4 6 8 10 12 14 16 m 3 9 0 2m 0 3 m 1 30 1 9 1 8 1 7 9 1 3 1 2 0 2 4 6 8 10 12 14 16 3 10 0 1 m 2 1 9 1 8 1 7 8 is SM tM 1 5 ww a i Ce
131. 5 4 5 1 5 2 easeECONOMZER Hz ET 1 5 4 BOMAG ECONOMIZER 5 1 BOMAG ECONOMIZER 5 3 4 5 3 1 BOMAG BPR45 55 with ECONOMIZER 16 8 Fu11 U 0 2 4 6 8 12 16 ECONOMIZER LED 3 2 5 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 3
132. 6 2 N 0 6 1 b 2 6 3 6 1 Runge Kutta A a MX Cu X hki Xi Xs 0 7 CXy gt k x x2 sind x F sin 27t 6 3 x m Xx m xp m N m kz N m en Nsec m co Nsec m 6 3 cp 0
133. No 652III S1 pp 115 123 2000 Krober W Floss R and Wallrath W Dynamic soil stiffness as quality criterion for soil compaction Geotechnics for Roads Rail Tracks and Earth Structures A A Balkema Publishers pp 189 199 2001 Vol 43 No 12 pp 47 52 2007 CIS pp 139 142 2009 1 Vol 47 No 7 pp 48 54 2011 BOMAG Vol 44 No 8 pp 66 69 2008 Weber MT Inc COMPATROL AMMAN AG ACE COMPASS Vol 37 No 7 pp 64 70 2009 BOMAG GmbH Evib 41
134. 4 3 4 4 3 g 4 Bz z2 g 4z z F 0 15 m 0 5 m A B 1 2 2 0 0 1 m 0 1 m 0 2 m 0 2 m 0 3 m 3 4 4 4 6 4 4 4 4 6 g 4 z z 4 3 45 8 8 4 B z
135. B 0 50 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 0 00 m s 00 5 0 10 0 15 0 20 0 MN m lt ml 200kg ml 300kg ml 400kg ml 500kg ml 600kg m1 700kg 6 14 id a B 0 30 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 0 00 m s 0 0 10 0 15 0 20 0 MN m m2 130kg m2 150kg mm2 200kg m2 250kg m2 300kg m2 S350kg 6 15 B 121 m s kK 0 0 5 0 10 0 15 0 20 0 MN m lt 0 50 0 60 0 70 06 75 6 16 C 0 50 0 45 0 40 0 35 0 30 0 25 0 20 0 15 m s 0 0 3 0 10 0 15 0 20 0 MN m
136. B 0 35 m s al ta 1 124 6 5 B 6 5 1 3 2 1 B 0 445 m 0 5m 0 1 m 2 7 ton 2 6 5 2
137. i 130 7 1 4 2 1
138. 50 vv 0 ma ER LE A i BR a SB mml 4 3 2 1012345 mm 4 3 2 1012345 mmlt4 3 2 1012345 Eve 23 MN m2 Eve 51 MN m2 Eve 88 MN m2 increasing compaction 5 2 BOMAG 89 5 2 2 BOMAG 5 3 Q 0 00 005 0 10 sec 9 40 30 lt WE 2 0 Ea EE 1 0 0 30 60 90 120 150 J 0 30 60 90 120 150 Hz Hz 5 3 90 5 3 5 3 1 3 2 1
139. LED 5 9 5 13 LED Ka 5 10 5 14 100 5 15 5 16 105 100 95 90 85 80 13 0 1 2 3 4 9 6 7 8 9 10 LED 11 15 4 16 18 X 5 15 LED K MN m 0 1 2 3 4 5 6 7 8 9 10 LED 4 11 15 A 16 18 X 5 16 LED 101 5 15 5 16 1 LED
140. 3 TIS A 1214 5 6 FWD 5 7 FWD FWD Light FWD FWD FWD Lisht FWD 6 5 7 FWD 98 0 5m 43 LED LED 5 8 5 8 LED 5 5 5 LED
141. 1 0 0 1 3 as AO 0 2 0 3 3 27 2 38 m 1 0 3 m 3 28 3 3 29 4 39 m 1 m 3 30 5 0 3
142. 4 100 150 200 250 300 350 eg kPa 4 34 45 45 10 15 4 35 pa g cm3 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 4 35 78 1 2 3 4 4 34 4 36
143. HB dN 1 8 1 7 e 3 23 0 1m 0 2m 6 1 8 1 7 1 6 8 4 gt HR 1 4 SH RAR 1 3 1 2 1 1 3 24 0 2 m 0 3 m 6 3 7 3 24 6 8
144. B 63 4 3 3 2 4 3 1 3 2 1 0 1 m 0 2 m 0 3 m BEE A 1MP 10 ton 4 12 4 1 B 4 12 B 73 Hz 0 36 msec 1msec
145. a tM B w 4 32 2 76 4 31 a b a c 4 30 C 4 29 LU 3 4 3 6 4 33 C
146. 0 0 0 2 4 6 8 10 12 14 16 9 1 2 w 3 4 e 5 6 3 39 3 5 3 0 2 2 0 1 3 kmh 1 0 0 5 0 0 0 2 4 6 8 10 12 14 16 9 1 2 3 5 e 6 3 40 40 99 3 0 0 2 4 6 8 10 12 14 16 1 2 4 3 s 5 3 41 3 5 3 0 2 5 2 0 1 5 kmh 1 0 0 5 0 0 0 2 4 6 8 10 12 14 16 1 2 3 5 6 3 42 47 3 39 3 42
147. MRHOOODSA 2 1 7 2 1 4 2 1 ROW 2012 4 277 61 379 1 14 2 1 4 277 61 379 2 1
148. Cr 7 AD 72g COS xsin 27 6 1 kg m2 kg m1 Gm v1 N m 2 N m ei Nsec m ez Nsec m 7 N Hz 0 rad 6 1 6 2 W N WX WX 6 1 c 0 106 gt 6 2
149. 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 m s 0 0 0 10 0 15 0 20 0 MNm m2 160kg m2 200kg m2 250kg m2 300kg m2 350kg 6 21 D 123 6 10 6 21 A B C D 6 1 6 6 1
150. 1 2 1 1 0 2 4 6 8 10 12 14 16 3 19 0 1 m 5 1 8 1 7 1 6 5D 4 RN 1 4 nn 1 3 1 2 1 1 0 2 4 6 8 10 12 14 16 3 20 0 1 m 0 2 m 5 1 8 1 7 LG Sp 1 5 tN 1 4 eal 1 3 1 2 1 1 0 4 0 8 10 12 14 16 3 21 0 2 m 0 3 m 5 g cm3 HB RI 1 1 0 2 4 0 8 10 12 14 16 3 22 0 1 m 6 g cm3
151. BOMAG BOMAG 2 5 1 88 Soll contact force Fp FB Fstat Fz m a FB Soilreaction force m vibrating mass Compression of the drum loading a acceleration effectively Fz centrifugal force transferred ya ener Expansion unloading Fstat static axie load Vibration path s 5 1 BOMAG 5 1 Compression 5 2 Evib Bodenkontakteraft Sod contact force KN BodenkonakivaN So contact force xN Bodenkontaktiaft Sail contact force kN 250 Ei 250 200 TYP 100
152. 105 80 60 40 20 K MN m3 LED 5 8 18 LED 11 15 4 16 18 5 9 LED 140 25 120 100 80 44 4 A 60 A A 40 20 0 0 1 2 3 LED 11 156 4A 166 18 5 10 LED 95 5 5 5 8 LED 5 9 LED 1 1 5 10 LED 1 1 1
153. 2 4 4 g 4 B zyz2 0 1 m 0 45 0 5 4 5 g 4 B zz2 0 1 m 0 2 m 2 5 2 0 0 5 0 15 0 2 0 25 0 3 0 35 0 4 0 45 0 5 B m 4 6 g 4 B zz2 0 2 m 0 3 m 4 2 2 2 2 2 4 7 7 g
154. 4 37 4 38 110 10 ht 36 383 105 0 9895 I 100 4Q 90 3n a 0 S0 100 150 200 250 300 350 4 kPa 4 36 4 75 70 110 y 7 1775In x 51 102 ee ee 0 90 5 1 1 75 9 70 0 20 100 150 200 250 300 350 4 kPa 4 37 4 79 110 ie y 10 764In x 40 47 103 0 8961 i 100 NH 6 90 8S 80 75 70 0 20 100 150 200 250 300 350 4 kPa 4 38 4S
155. 9 1 8 1 7 8 is 1 5 SH Ss 1 4 1 3 1 2 0 2 4 6 8 10 12 14 16 3 15 0 2 m 0 3 m 3 g cm3 1 5 m0 eo eam ee ee a ee a ee oe a eo oe a o o a 1 4 1 3 1 2 0 2 4 6 8 10 12 14 16 3 16 0 1 m 4 1 9 1 8 i gt tM 1 oo mm oo mm oo em SH 1 4 1 3 1 2 3 17 0 1 m 0 2 m 4 1 9 1 8 a 1 6 ss gt tH 1 5 ee em oo mm oo mm oo am eo 2 1 4 tN 1 3 Wy T 3 18 0 2 m 0 3 m 4 1 8 Ey Ex nn 1 3
156. MN m 1 0 2 SN 3 4 5 0 0 02 0 04 0 06 0 08 0 1 0 0 02 0 04 0 06 0 08 0 1 sec sec 1 0 28 m s 4 8 6 4 2 0 2 4 6 8 10 12 0 2 4 6 8 10 12 14 16 18 20 mm mm a 0 3 MN m b kz 1 0 MN m 2 D 69 2 1 0 2 3 0 0 02 0 04 0 06 0 08 0 1 0 0 02 0 04 0 06 0 08 0 1 sec sec 3 0 34 m s 0 31 m s 1 0 2 3 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 mm mm c kz 2 0 MN m d kz 8 0 MN m D 1 6 4 112 6 4 c 2 0 MN m 1
157. ml 230kg ml 3S0kg ml 430kg ml 550kg ml 650kg ml 750kg 6 17 C 0 50 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 0 00 m s 0 0 53 0 10 0 15 0 20 0 MN m m2 160kg m2 200kg m2 250kg m2 300kg m2 350kg m2 400kg 6 18 C 122 m s K 0 0 5 0 10 0 15 0 20 0 MN m 0 54 bk 0 70 06 75 6 19 0 50 0 45 0 40 0 35 0 30 0 25 0 20 0 15 0 10 0 05 0 00 m s 0 0 0 10 0 15 0 20 0 MN m m1 241kg ml 3S0kg m1 450kg ml 550kg ml 650kg ml 750kg 6 20 a D 0 50
158. 0 EE 1 4 1 3 1 2 0 2 4 6 8 10 12 14 16 3 11 0 1m 0 2m 2 1 9 1 8 1 7 8 ie gt N15 SH RAR 1 4 1 3 1 2 0 2 4 6 8 10 12 14 16 3 12 0 2m 0 3 m 2 1 9 9 1 3 1 2 0 2 4 6 8 10 12 14 16 3 13 0 1 m 3 1 9 1 8 1 7 8 is tM 4 EE 1 4 1 3 1 2 0 2 4 6 8 10 12 14 16 p 3 14 0 1 m 0 2 m 3 1
159. 12 ot gt 2 A IE mS W cf A NN 2 4 B D 7 2 3 2 3 2 3 3 2
160. 6 2 11 20 39 40 49 50 59 60 69 70 79 80 89 90 kg 2 11 2 11 60 kg 69 kg 2 2 3 14 2 2 MVC F60 kg 66 350 2 4 2 2 12 2 13 4 4 i
161. B 115 0 0 0 10 0 15 0 20 0 MN7m 6 7 C 0 0 0 10 0 15 0 20 0 MN m 6 8 D 116 6 5 6 8 3 6 4
162. NE ED a mk 0 3 NO a FWD 0 3 20 0 MN m ea e 6 42 0 4 109 Cc 2D mk 6 4 c 6 4 0 1 6 5 0 4 3 6 5 OT lt
163. WD CD 126 6 5 4 6 23 FWD K3o 6 8 0 50 0 45 0 40 0 35 0 30 i 023 0 20 0 15 0 10 0 05 0 00 0 0 0 10 0 15 0 20 0 MN m 0 50 0 80 o 950 e 980 A 2 9 50 lt 2 9 80 3 9 50 3 69 80 6 23 6 23 50 80 50 A B
164. ity measurement in works using light compaction machines 1 1 1 1 1 2 1 3 3 2 3 TE ELE 5 2 2 5 2 3 7 9 1 7 a 2 8 2 3 3 9 2 Bd 7 RE 10 2 9 5 10 2 4 12 2 4 1 12 A 15 2 4 3 17 2 19 3 23 3 1 23 3 2 3 2 1 3 2 2 3 2 3 3 2 4 3 2 5 3 3 3 3 1 3 3 2 3 3 3 3 4 3 4 1 3 4 2 3 5 EC 4
165. model selection and layer thickness determination are often based on unscientific criteria such as worker exDerience and availability of machines The present study attempts to present a rationalized Scheme for hght compaction machine works at narrow sites First light compaction machines were categorized by structure and the representative specifications and features tor each category were identified by examning the models available domestically Next to define the compaction performance actual machines were operated in an exDerimental narrow site created within the test pit of the Public Works Research Institute Then a pertormance Index of compaction work that can be calculated from machine specificattons was formulated focusing on the stress in Soll generated by light vibrating plate compaction machine The applcability of the index was validated in the test pit and some actual work situations are examined A validation experiment was also carried out in the test pit on a newly available System that employs an accelerometer for efficient compaction quality measurement at narroWw sites Finally a new method for compaction quahty estimation based on the running Speed of a light vibrating plate compaction machine was developed through numerical calculations and test pit experiments It is hoped that the results of the present study will contribute to rationalized model selection and layer thickness determination as well as efficient compaction qual
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