金乐滑坡工程滑块分析计算工程1号滑块潜在滑面4

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1、图1I号滑坡3-3’剖面qzhm4网格剖分图表1I号滑坡3-3’剖面qzhm4条分数据和剩余推力结果条块编号水平距离(m)顶面坐标(m)水面坐标(m)滑面坐标(m)C(kPa)Ф(º)　条块重度(KN/m)剩余推力(KN/m)工况1工况2工况3工况4治理后　358.80100.55100.55100.55　　　0.000.000.000.000.001330.91104.6390.0989.452121.04625.020.000.000.000.000.002322.11103.5286.3285.972121.03143.320.000.000.00

2、0.000.003316.98106.1683.8483.952121.02221.338.348.470.000.008.344299.27103.5375.0075.002121.09795.811292.341293.671155.261156.381292.345279.9698.3767.8564.802121.013104.093385.863388.653090.963093.443385.866260.7893.9862.7755.751719.515120.925273.805277.634810.234813.685273.80722

3、8.0686.2457.3645.611719.528470.145501.545505.254976.204979.395501.548203.1179.4453.0937.861719.522727.206170.836174.615584.805587.946170.839178.0169.9849.0929.891719.522822.607068.647072.556438.956442.107068.6410150.8763.1444.8821.441719.524828.298110.148114.127228.957232.058110.

4、1411126.4552.6741.1214.761719.521862.268667.978671.657560.457563.138667.971296.2940.2436.559.581719.523421.207797.497799.585929.485930.465814.761373.9331.3531.404.811719.514601.1711043.1611044.245082.475082.323698.921454.2226.5626.412.861719.511337.688635.128634.964061.994060.521

5、834.101534.8419.6119.611.841719.59201.785708.355616.372401.782398.440.001620.458.677.851.191719.54153.494316.464223.091731.191726.390.00170.000.000.000.001719.51743.633401.643251.381256.531249.740.00图2I号滑坡3-3’剖面qzhm4剩余推力曲线