金乐滑坡工程滑块分析计算工程1号滑块潜在滑面2.doc

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1、图1 潜在滑面2稳定性计算条分图I号滑坡稳定性计算中滑体天然容重21.8 KN/m3, 饱和容重22.9 KN/m3。表1 潜在滑面2条分和剩余推力计算表条块编号水平距离（m）地表纵坐标（m）水面纵坐标（m）底面纵坐标（m）C（kPa）（）滑块重量（KN/m）剩余推力（KN/m）工况2安全系数治理后467.31141.58141.58141.580.000.000.001456.56135.84119.44119.442121.0 1922.27987.931029.651029.652448.47131.75114.09110.861719.5 3302.992379.282467.8524

2、67.853443.04128.87111.12106.971719.5 2554.862972.063100.323100.324438.05124.78107.51103.211719.5 2384.103817.353979.503979.505428.64108.60102.9797.311719.5 3424.524544.874759.643259.646416.74108.7398.0290.171719.5 3960.325422.645694.354194.357407.31108.7294.4684.971719.5 4438.136270.166604.832704.83

3、8394.11108.7489.6278.491719.5 7914.077505.097952.584052.589388.39106.0487.7575.191719.5 3884.498511.619010.805110.8010381.73102.1685.4570.441719.5 4647.4210126.8610681.136781.1311368.9395.7680.5462.051719.5 9362.9212666.1413332.639432.6312341.1686.5270.2447.541719.5 22627.8017049.4717990.4614090.461

4、3316.4379.6262.5538.971719.5 22099.5618045.2019265.6415365.6414288.8069.7455.3332.231719.5 24241.7817530.7219065.4315165.4315265.7866.4250.3321.451719.5 21357.5521390.4223182.4419282.4416246.5759.4146.2815.211719.5 19299.5821509.7123508.6719608.6717225.2050.3040.959.691719.5 20494.7421683.7423915.38

5、20015.3818210.3843.0338.426.951719.5 12900.8620694.6123056.3219156.3219193.6235.1734.526.181719.5 12436.4318518.1020957.8617057.8620173.6437.9832.595.341719.5 14032.3616403.4919009.2715109.2721165.6139.2731.445.091719.5 6089.2315416.7518094.1814194.1822157.1538.1830.224.781719.5 6472.0614434.3917197

6、.4313297.4323141.4139.2427.944.301719.5 12147.2112360.4715280.0311380.0324104.9330.6722.943.251719.5 25667.417792.3711056.717156.712597.9129.1222.003.071719.5 4242.167016.8610334.936434.932661.2320.4516.021.923320.0 18493.123298.356908.963008.962736.6513.6911.061.603320.0 8519.511385.515119.731219.732820.747.317.311.253320.0 3283.20592.174399.30499.30290.000.000.000.003320.0 1436.970.003897.090.00图1 推力曲线图