桩基础承载力计算

dsum(Qsi*hi) (3.14*d*d*qpk/4) Qsk+Qpk -2 2.4 7.2 - 3.2 1.2 8.64 2.5 5.4 - 7.4 4.2 22.68 2.6 10.8 - 10.9 3.5 37.8 3 6.3 - 21.9 11 69.3 4 19.2 - 23.5 1.6 30.72 6.1 18.2 - 28.6 5.1 92.82 6.2 15- 34.3 5.7 85.5 8.1 22.5 - 42.7 8.4 189 8.2 25- 44.2 1.5 37.5 0 0.6 42.2 573.96 1081.34064 0 1081.34064 0.7 42.2 573.96 1261.56408 0 1261.56408 新 Z14 桩侧阻力土层底标高土层厚度 hi qsia*hi 侧摩阻 Qsk= 端阻力 Qpk= Ra= 土层名称特征值 qsia 3.14*dsum(Qsi*hi) (3.14*d*d*qpk/4) Qsk+Qpk -2 2.4 12- 3.2 1.2 14.4 2.5 9- 7.4 4.2 37.8 2.6 18- 10.9 3.5 63 39- 21.9 11 99 4 24- 23.5 1.6 38.4 6.1 26- 28.6 5.1 132.6 6.2 30- 34.3 5.7 171 8.1 45- 42.7 8.4 378 8.2 50- 44.7 2 100 2400 0.7 42.7 1034.2 2273.1716 923.16 3196.3316 0.8 42.7 1034.2 2597.9104 1205.76 3803.6704 0.9 42.7 1034.2 2922.6492 1526.04 4448.6892 1.0 42.7 1034.2 3247.388 1884 5131.388