金乐滑坡工程滑块分析计算工程1号滑块潜在滑面4.doc

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1、图1 I号滑坡3-3剖面qzhm4网格剖分图表1 I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)待添加的隐藏文字内容3顶面坐标(m)水面坐标(m)滑面坐标(m)C(kPa)()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358.80 100.55 100.55 100.55 0.000.000.000.000.001330.91 104.63 90.09 89.45 2121.0 4625.02 0.000.000.000.000.002322.11 103.52 86.32 85.97 2121.0 3143.32 0.000.000.00

2、0.000.003316.98 106.16 83.84 83.95 2121.0 2221.33 8.348.470.000.008.344299.27 103.53 75.00 75.00 2121.0 9795.81 1292.341293.671155.261156.381292.345279.96 98.37 67.85 64.80 2121.0 13104.09 3385.863388.653090.963093.443385.866260.78 93.98 62.77 55.75 1719.5 15120.92 5273.805277.634810.234813.685273.8

3、07228.06 86.24 57.36 45.61 1719.5 28470.14 5501.545505.254976.204979.395501.548203.11 79.44 53.09 37.86 1719.5 22727.20 6170.836174.615584.805587.946170.839178.01 69.98 49.09 29.89 1719.5 22822.60 7068.647072.556438.956442.107068.6410150.87 63.14 44.88 21.44 1719.5 24828.29 8110.148114.127228.957232

4、.058110.1411126.45 52.67 41.12 14.76 1719.5 21862.26 8667.978671.657560.457563.138667.971296.29 40.24 36.55 9.58 1719.5 23421.20 7797.497799.585929.485930.465814.761373.93 31.35 31.40 4.81 1719.5 14601.17 11043.1611044.245082.475082.323698.921454.22 26.56 26.41 2.86 1719.5 11337.68 8635.128634.964061.994060.521834.101534.84 19.61 19.61 1.84 1719.5 9201.78 5708.355616.372401.782398.440.001620.45 8.67 7.85 1.19 1719.5 4153.49 4316.464223.091731.191726.390.00170.00 0.00 0.00 0.00 1719.5 1743.63 3401.643251.381256.531249.740.00图2 I号滑坡3-3剖面qzhm4剩余推力曲线