金乐滑坡工程滑块分析计算工程1号滑块潜在滑动面1

1、i号滑坡存在4个潜在滑面,其分布位置见图1,假定潜在滑面4滑动，整体移动后推测地形见（图1），椐此其他潜在滑面的稳定性分析结果见表1。图1 i滑坡下段稳定计算模型表1 i号滑坡3-3剖面潜在滑面稳定性计算结果表潜在滑面工况安全系数稳定性系数qzhm1工况21.201.060工况31.151.032qzhm2工况21.201.360工况31.151.337qzhm3工况51.151.542图1 i号滑坡3-3剖面潜在滑面1网格剖分图表1 i号滑坡3-3.剖面潜在滑面1条分数据和剩余推力编号水平距离（m） 地表坐标（m）水面坐标（m）滑面坐标（m）c（kpa）（）滑块重量(kn/m)剩余推力（kn

2、/m）工况2工况3治理后613.80 183.46 183.46 183.46 0001602.44 181.58 169.59 169.59 28251485.76 364.79 330.69364.79 2589.23 179.91 162.81 162.81 28254188.38 395.27 289.03395.27 3578.17 178.11 159.36 159.17 28254344.51 0.00 00.00 4564.04 176.88 152.51 152.71 28256641.08 59.27 059.27 5555.10 173.86 160.06 148.70

3、28254862.47 0.00 00.00 6546.47 169.42 148.85 144.31 28254807.24 1147.69 1082.291147.69 7540.64 166.35 143.11 141.54 28253188.63 1404.33 1287.851404.33 8534.24 161.66 138.23 138.23 28253371.13 1672.55 1498.461672.55 9528.48 158.53 134.78 134.78 28252962.54 2089.67 1863.522089.67 10524.55 151.79 132.3

4、0 132.30 28251849.40 2379.25 2120.732379.25 11519.06 142.35 128.94 128.94 28251970.88 2591.45 2298.922591.45 12507.14 142.48 121.94 121.94 28254411.01 3004.78 2635.393004.78 13497.73 142.48 116.93 117.27 28254691.94 3124.46 2681.234.46 14484.59 142.48 110.83 110.83 28258144.56 3517.26 2936.31397.26

5、15478.82 139.78 108.46 108.46 28253962.63 3350.16 2713.95230.16 16472.15 135.90 106.45 104.19 2222.54588.41 4507.88 3786.671387.88 17459.35 129.50 103.31 95.79 2222.59196.01 6627.28 5785.493507.28 18431.58 120.26 97.10 81.93 2222.522150.60 9096.16 8007.985976.16 19406.40 113.23 91.41 72.71 1719.5221

6、10.66 10538.59 9253.267418.59 20379.23 103.48 85.71 65.97 1719.523685.74 10010.05 8515.146890.05 21356.20 100.16 80.64 55.20 1719.521271.58 13724.23 11995.8610604.23 22337.00 93.16 76.95 48.95 1719.519230.88 14248.91 12395.611128.91 23315.62 84.04 72.88 43.47 1719.520428.22 14293.08 12279.0511173.08

7、 24300.80 76.78 70.30 40.89 1719.512830.59 13453.49 11364.1810333.49 25284.04 68.92 67.16 38.63 1719.512617.78 12721.72 10543.099601.72 26264.07 71.73 63.44 36.71 1719.514825.61 11449.30 9038.748329.30 27256.03 73.02 61.96 36.07 1719.56533.88 10711.61 8184.777591.61 28247.57 71.92 60.57 35.43 1719.5

8、7008.08 9869.21 7210.356749.21 29231.84 72.99 57.80 34.07 1719.513357.50 8352.12 5467.655232.12 30184.42 62.00 50.34 32.97 1719.536183.01 1783.18 00.00 31151.65 54.20 44.38 23.12 1719.522167.73 2632.50 860.0430.00 32114.62 42.23 38.84 12.34 1719.525574.25 3366.65 2208.80246.65 3390.42 35.17 35.17 9.00 1719.515488.85 2380.95 1693.730.00 3470.69 28.94 28.94 5.24 1719.511265.01 3045.81 2040.900.00 3532.03 12