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1、圖1 II號滑坡2-2剖面條分圖表1 II號滑坡穩(wěn)定性計(jì)算條分?jǐn)?shù)據(jù)和剩余推力表?xiàng)l塊編號水平距離（m）頂面坐標(biāo)（m）水面坐標(biāo)（m）滑面坐標(biāo)（m）C(kPa)()條塊重量（KN/m）推力(KN/m)工況2工況3工況4治理后524.04 187.85 187.85 187.85 0.00 0.00 0.00 0.00 1500.84 173.45 167.09 167.09 2021.5 1579.11 0.00 0.00 0.00 0.00 2483.11 163.30 153.45 153.45 2021.5 3078.03 947.92 758.34 947.92 758.34 3468.73
2、 158.29 146.68 143.62 1619.5 3790.75 1687.37 1349.90 1687.37 1349.90 4461.85 152.91 143.40 139.65 1619.5 2078.87 1979.21 1583.37 1979.21 1583.37 5455.53 152.68 140.36 136.38 1619.5 2021.11 2213.65 1770.92 2213.65 1770.92 6450.72 149.46 138.27 134.13 1619.5 1643.76 2344.40 1875.52 2344.40 1875.52 744
3、8.06 145.20 137.14 132.94 1619.5 797.04 2387.96 1910.37 2387.96 1910.37 8437.30 145.75 132.65 127.72 1619.5 3528.76 2795.47 2236.38 2795.47 2236.38 9423.70 139.02 126.93 121.83 1619.5 5186.75 3178.27 2542.61 3178.27 42.61 10412.05 134.09 122.16 117.40 1619.5 4275.20 3299.27 2639.42 3299.27 139.42 11
4、400.34 131.27 118.27 112.43 1619.5 4506.64 3630.75 2904.60 3630.75 404.60 12388.33 128.41 114.41 107.28 1619.5 5204.20 4044.75 3235.80 4044.75 735.80 13375.05 122.27 109.16 101.89 1619.5 5984.98 4490.79 3592.64 4490.79 1092.64 14360.79 121.37 102.95 92.76 1619.5 7586.35 6545.07 5236.05 6545.07 2736.
5、05 15344.20 114.03 96.03 80.60 1619.5 11206.14 10108.60 8086.88 10108.60 5586.88 16328.82 102.99 89.44 70.91 1619.5 11016.19 12810.16 10248.13 12810.16 7748.13 17317.27 95.48 84.75 66.67 1619.5 7715.40 12564.77 10051.82 12564.77 7551.82 18306.41 89.75 81.07 65.44 1619.5 6336.14 10756.75 8605.40 1075
6、6.75 6105.40 19278.04 87.85 74.67 64.28 1619.5 14862.85 7572.46 6057.97 7572.46 3557.97 20267.80 84.21 72.01 64.13 1619.5 4865.13 6323.47 5058.77 6323.47 2558.77 21256.26 80.20 69.01 63.40 1619.5 4622.86 5367.63 4294.10 5367.63 1794.10 22250.53 76.18 67.59 62.85 1619.5 1877.30 5006.62 4005.30 5006.6
7、2 1505.30 23244.07 76.50 66.05 61.54 1619.5 1980.96 4866.00 3892.80 4866.00 1392.80 24235.72 71.60 64.15 58.95 1619.5 2503.61 4864.73 4913.38 4864.73 2413.38 25228.47 71.72 62.64 56.27 1619.5 2217.17 4928.73 5027.30 4928.73 2527.30 26224.70 69.78 61.86 54.92 1619.5 1247.23 4906.46 5053.65 4906.46 25
8、53.65 27215.57 69.64 59.95 51.54 1619.5 3281.17 4972.00 5170.88 4972.00 2670.88 28201.92 69.44 57.16 46.83 1619.5 6060.75 4999.13 5249.08 4999.13 2749.08 29190.80 61.19 54.96 42.39 1619.5 5040.24 5332.12 5652.05 5332.12 3152.05 30177.33 54.15 52.46 38.89 1619.5 5068.01 4902.21 5245.37 4902.21 2745.3
9、7 31165.66 52.58 50.68 37.38 1619.5 3945.70 4182.04 4516.60 4182.04 2016.60 32154.48 55.38 48.97 36.52 1619.5 4205.44 3391.92 3697.19 3391.92 1197.19 33135.31 54.19 44.91 34.96 1619.5 8005.61 2014.60 2216.06 2014.60 0.00 34110.21 47.63 42.23 28.73 1619.5 10505.01 1292.13 1434.27 1292.13 0.00 3584.56 40.68 37.95 21.42 1619.5 10815.06 1113.26 1246.85 1113.26 0.00 3660.75 34.55 34.55 14.45 1619.5 10422.70 1018.19 1150.56 1018.19 0.00 3728.43 12.46 12.46 6.42 1619.5 9421.08 2786.20 3176.27 2786.20 676.27 380.00 0.00 0.00 0.00 1619.5 1915.26 2000.00 2500.00 1500.00 0.00 圖2 II號滑坡2-2剖面推力曲線
金樂滑坡工程滑塊分析計(jì)算工程2號滑塊
