*** 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.