金乐滑坡工程滑块分析计算工程1号滑块潜在滑面2

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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21.8KN/m3,饱和容重22.9KN/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）φ（º）滑块重量（KN/m）剩余推力（KN/m）工况2安全系数治理后467.31141.58141.58141.580.000.000.001456.56135.84119.44119.442121.01922.27987.931029.651029.652448.47131.

2、75114.09110.861719.53302.992379.282467.852467.853443.04128.87111.12106.971719.52554.862972.063100.323100.324438.05124.78107.51103.211719.52384.103817.353979.503979.505428.64108.60102.9797.311719.53424.524544.874759.643259.646416.74108.7398.0290.171719.

3、53960.325422.645694.354194.357407.31108.7294.4684.971719.54438.136270.166604.832704.838394.11108.7489.6278.491719.57914.077505.097952.584052.589388.39106.0487.7575.191719.53884.498511.619010.805110.8010381.73102.1685.4570.441719.54647.4210126.8610681.1

4、36781.1311368.9395.7680.5462.051719.59362.9212666.1413332.639432.6312341.1686.5270.2447.541719.522627.8017049.4717990.4614090.4613316.4379.6262.5538.971719.522099.5618045.2019265.6415365.6414288.8069.7455.3332.231719.524241.7817530.7219065.4315165.4315

5、265.7866.4250.3321.451719.521357.5521390.4223182.4419282.4416246.5759.4146.2815.211719.519299.5821509.7123508.6719608.6717225.2050.3040.959.691719.520494.7421683.7423915.3820015.3818210.3843.0338.426.951719.512900.8620694.6123056.3219156.3219193.6235.1

6、734.526.181719.512436.4318518.1020957.8617057.8620173.6437.9832.595.341719.514032.3616403.4919009.2715109.2721165.6139.2731.445.091719.56089.2315416.7518094.1814194.1822157.1538.1830.224.781719.56472.0614434.3917197.4313297.4323141.4139.2427.944.301719

7、.512147.2112360.4715280.0311380.0324104.9330.6722.943.251719.525667.417792.3711056.717156.712597.9129.1222.003.071719.54242.167016.8610334.936434.932661.2320.4516.021.923320.018493.123298.356908.963008.962736.6513.6911.061.603320.08519.511385.515119.73

8、1219.732820.747.317.311.253320.03283.20592.174399.30499.30290.000.000.000.003320.01436.970.003897.090.00图1推力曲线图