金乐滑坡工程滑块分析计算工程1号滑块潜在滑面3

1、表1 qzhm3的条块数据和剩余推力计算结果表条块编号水平距离(m)顶面坐标(m)水面坐标(m)地面坐标(m)c(kpa)()滑块重量(kn/m)剩余推力(kn/m)工况5（稳定性系数k=1.09）安全系数(f=1.15)治理后273.52 107.60 107.60 107.60 0001264.14 102.68 87.73 87.73 2121.0 1529.42 731.81 763.87 763.87 2257.35 99.16 79.30 79.30 2121.0 2577.93 1882.42 1952.23 1952.23 3253.32 97.07 77.15 75.76 1

2、719.5 1808.68 2424.28 2519.81 2519.81 4249.73 95.16 75.75 73.00 1719.5 1710.76 2903.96 3023.77 3023.77 5244.26 90.80 73.36 69.23 1719.5 2629.43 3560.67 3717.29 3717.29 6240.34 84.07 71.72 66.73 1719.5 1682.18 3919.81 4099.83 3613.56 7234.84 74.63 69.63 63.33 1719.5 1750.22 4280.23 4483.93 3483.93 82

3、22.94 74.76 64.98 56.20 1719.5 3969.49 5129.24 5383.05 4383.05 9213.51 74.74 61.47 50.77 1719.5 4471.04 6051.81 6360.65 4511.25 10200.24 74.78 56.93 44.63 1719.5 7995.33 6980.43 7390.02 5540.62 11194.60 72.06 54.75 42.16 3320.0 3770.77 7319.44 7782.30 5932.90 12187.93 68.18 52.59 39.48 3320.0 4352.0

4、5 7535.86 8060.15 6210.74 13175.13 61.78 48.28 34.82 3320.0 7952.51 7818.77 8455.28 6605.88 14147.37 52.54 39.71 25.62 3320.0 16730.58 8054.15 8927.65 7078.25 15122.18 45.51 32.13 17.90 3320.0 15359.20 8006.34 9096.40 7246.99 1695.01 35.76 24.41 11.03 3320.0 15917.25 7166.82 8476.81 6627.41 1771.98 32.44 18.01 6.82 3320.0 12950.08 5585.06 7068.82 5219.42 1852.78 25.44 13.08 4.19 3320.0 10023.75 3835.56 5460.83 3611.43 1931.40 16.32 7.41 2.16 3320.0 8418.68 1892.78 3642.43 1793.02 2016.58 9.06 3.86 1.06 3320.0 3646.69 784.12 2594.48 74