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1、圖1 I號滑坡3-3剖面qzhm4網格剖分圖表1 I號滑坡3-3剖面qzhm4條分數(shù)據(jù)和剩余推力結果條塊編號水平距離(m)頂面坐標(m)水面坐標(m)滑面坐標(m)C(kPa)()條塊重度(KN/m)剩余推力(KN/m)工況1工況2工況3工況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 0.000.000.000.000.00331
2、6.98 106.16 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 5273.805277.634810.234813.685273.807228.06 86
3、.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 8110.148114.127228.957232.058110.141
4、1126.45 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圖2 I號滑坡3-3剖面qzhm4剩余推力曲線
金樂滑坡工程滑塊分析計算工程1號滑塊潛在滑面4
