金樂滑坡工程滑塊分析計(jì)算工程1號滑塊潛在滑動面1

1、i號滑坡存在4個(gè)潛在滑面,其分布位置見圖1,假定潛在滑面4滑動，整體移動后推測地形見（圖1），椐此其他潛在滑面的穩(wěn)定性分析結(jié)果見表1。圖1 i滑坡下段穩(wěn)定計(jì)算模型表1 i號滑坡3-3剖面潛在滑面穩(wěn)定性計(jì)算結(jié)果表潛在滑面工況安全系數(shù)穩(wěn)定性系數(shù)qzhm1工況21.201.060工況31.151.032qzhm2工況21.201.360工況3待添加的隱藏文字內(nèi)容21.151.337qzhm3工況51.151.542圖1 i號滑坡3-3剖面潛在滑面1網(wǎng)格剖分圖表1 i號滑坡3-3.剖面潛在滑面1條分?jǐn)?shù)據(jù)和剩余推力編號水平距離（m） 地表坐標(biāo)（m）水面坐標(biāo)（m）滑面坐標(biāo)（m）c（kpa）（）滑塊重量(k

2、n/m)剩余推力（kn/m）工況2工況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

3、.06 148.70 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 1

4、51.79 132.30 132.30 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 3517.26 293

5、6.31397.26 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 72.7

6、1 1719.522110.66 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

7、.0511173.08 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 3

8、5.43 1719.57008.08 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 1