*** 344158.xls*** 2013-5-1
Um*qsk*li A*q pk λi*Um*q sk*li
①-1 0 2.47
①-2 0.6 1.87
②-1 62 1.3 1.17
②-2 62 4.3 -1.83
桩顶 0.7 -2.5 0.13 8.06 12.6542 8.85794
③ 44 0.7 5.1 -2.63 1.8 79.2 124.344 87.0408
④ 60 0.7 6.9 -4.43 1.1 66 103.62 72.534
⑤-1 70 2600 0.5 8 -5.53 2.7 189 296.73 148.365
⑤-2 85 5000 0.5 10.7 -8.23 3.27 278.0 436.3815 981.25 218.19075
桩端 -11.5
⑥-1 42 17.8 -15.33
⑥-2 42
973.7297 kN
1954.