稳定性及削方计算.xls

削坡前方量3剖面（1：300）块段号图上面积 实际面积 滑面倾角图上滑面长实际滑面长块段号1239.421.553259.317.812786.270.762861.418.423362.532.633022.36.7341103.999.352362.818.8451002.390.211956.316.956143.312.90158.82.667183.616.52513.24.07864.15.77051.58926.22.3609.72.91007.23911.51352.04176.0229923.0252剖面（1：300）块段号图上面积 实际面积 滑面倾角图上滑面长实际滑面长块段号1100.19.013840.812.212508.945.803450.715.2231600.1144.0123100.730.234503.145.282330.29.145119.910.79158.22.556157.214.15913.13.96774.56.7105.41.67818.51.6709.72.98907.2277.41削方比0.211992削坡方量对比3剖面（1：300）块段号图上面积 实际面积 滑面倾角图上滑面长实际滑面长块段号100.003200.01220.91.882815.24.623109.99.893022.36.734626.756.402362.818.845721.664.941956.316.956114.510.31158.82.667169.715.27513.24.07864.15.77051.58926.22.3609.72.91007.2164.9482.4714020.155削方比0.532剖面（1：300）块段号图上面积 实际面积 滑面倾角图上滑面长实际滑面长块段号10.00.0000.01283.27.493427.48.223865.277.8723100.730.234340.730.662330.29.145105.19.46158.22.556157.214.15913.13.96774.56.7105.41.67818.51.6709.72.98907.2148.00209.296削方比0.25削方计算剖面削方前削方后削方控制宽度130218411811222771481293352165187440929411560总方量5929736195231031124剖面（1：300）图上面积 实际面积 滑面倾角图上滑面长实际滑面长86.87.814416.75.01756.168.051657.517.251199.4107.951577.723.311000.090.001743.513.05587.152.841725.77.71377.233.95221.66.48425.538.30-237.411.22111.09.99-214.84.44408.881剖面（1：300）图上面积 实际面积 滑面倾角图上滑面长实际滑面长308.227.744051.315.4962.786.641975.622.7312.128.092328.18.41417.9127.612168.520.6196.317.67119.52.997.38.76-66.82.060.45.44-85.41.64.90.44-205.61.73359.8302.44剖面（1：300）图上面积 实际面积 滑面倾角图上滑面长实际滑面长0.00.004400.00218.719.681657.517.25867.878.101577.723.31735.966.231743.513.05534.448.101725.77.71377.233.95221.66.48425.538.30-237.411.22111.09.99-214.84.443270.5294.35削方比0.281剖面（1：300）图上面积 实际面积 滑面倾角图上滑面长实际滑面长14.31.29409.662.9463.141.681975.622.7284.725.622328.18.4977.888.002168.520.6148.713.38119.52.997.38.76-66.82.063.85.74-85.41.65.00.45-205.61.72054.70184.9262.7削方比0.3933剖面干旱少雨反演分析假定值求C值得胜小学滑坡勘察滑坡推力计算计算3-3剖面滑块号重度单宽面积重量滑面长滑面倾角 内摩擦角FiwiLiiWisini120.2321.55 435.8917.83211.8230.99220.2370.76 1431.4318.42811.8672.02320.2332.63 660.006.73011.8330.00420.2399.35 2009.8718.82311.8785.32520.2390.21 1824.8916.91911.8594.13620.2312.90 260.912.61511.867.53720.2316.52 334.284.0511.829.13823.005.77 132.691.5011.80.00920.232.3647.702.9011.80.0010324.007.2016.0089.642709.11c计算人涂爱华44剖面干旱少雨反演分析假定值求C值得胜小学滑坡勘察滑坡推力计算计算4-4剖面滑块号重度单宽面积重量滑面长滑面倾角 内摩擦角FiwiLiiWisini120.237.81 158.045.014410109.78220.2368.05 1376.6317.251610379.45320.23107.95 2183.7523.311510565.20420.2390.00 1820.7013.051710532.32520.2352.84 1068.937.711710312.53620.2333.95 686.776.4821023.97720.2338.30 774.7111.22-210-27.04820.239.99202.104.44-210-7.0588.471889.15c计算人涂爱华22剖面干旱少雨反演分析假定值求C值得胜小学滑坡勘察滑坡推力计算计算2-2剖面滑块号重度单宽面积重量滑面长滑面倾角 内摩擦角FiwiLiiWisini120.239.01 182.2512.23811.8112.21220.2345.80 926.5515.23411.8518.12320.23144.01 2913.3030.22311.81138.32420.2345.28 915.999.12311.8357.91520.2310.79 218.302.51511.856.50620.2314.15 286.213.9911.844.77723.006.71 154.221.6011.80.00820.231.6733.682.9011.80.009324.007.2016.0077.642227.83c计算人涂爱华11剖面干旱少雨反演分析假定值求C值得胜小学滑坡勘察滑坡推力计算计算1-1剖面滑块号重度单宽面积重量滑面长滑面倾角 内摩擦角FiwiLiiWisini120.2327.74 561.1415.44011.8360.69220.2386.64 1752.7922.71911.8570.65320.2328.09 568.248.42311.8222.03420.23127.61 2581.5720.62111.8925.15520.2317.67 357.402.91111.868.20620.238.76 177.152.0-611.8-18.52720.235.44 109.971.6-811.8-15.30820.230.448.921.7-2011.8-3.0575.242109.85cKsWicosi0.950.960.970.980.9911.051.1369.650.950.960.970.980.9911.051.11263.880.950.960.970.980.9911.051.1571.580.950.960.970.980.9911.051.11850.100.950.960.970.980.9911.051.11725.470.950.960.970.980.9911.051.1252.020.950.960.970.980.9911.051.1333.010.950.960.970.980.9911.051.1132.690.950.960.970.980.9911.051.147.700.950.960.970.980.9911.051.10.956546.0912.4212.7213.0213.3313.6313.9315.4416.95平均值13.3214.7714.77KsWicosi11.051.151.2113.6811.051.151.21323.3011.051.151.22109.3411.051.151.21741.1411.051.151.21022.2311.051.151.2686.3511.051.151.2774.2411.051.151.2201.9711.051.151.27972.255.466.538.679.74KsWicosi0.950.960.970.980.9911.051.1143.620.950.960.970.980.9911.051.1768.150.950.960.970.980.9911.051.12681.710.950.960.970.980.9911.051.1843.180.950.960.970.980.9911.051.1210.860.950.960.970.980.9911.051.1282.690.950.960.970.980.9911.051.1154.220.950.960.970.980.9911.051.133.680.950.960.970.980.991.051.10.955118.1012.2912.5812.8713.1513.4413.7315.1616.60KsWicosi0.950.960.970.980.9911.051.1429.860.950.960.970.980.9911.051.11657.290.950.960.970.980.9911.051.1523.070.950.960.970.980.9911.051.12410.100.950.960.970.980.9911.051.1350.840.950.960.970.980.9911.051.1176.180.950.960.970.980.9911.051.1108.900.950.960.970.980.9911.051.18.380.950.960.970.980.9911.051.15664.6310.9111.1911.4711.7512.0312.3113.7215.12得胜小学滑坡勘察滑坡推力计算计算3-3剖面得胜小学滑坡勘察滑坡推力计算计算3-3剖面滑块号重度单宽面积重量滑面长滑面倾角粘聚力内摩擦角FiwiLiic120.2321.55435.8917.7932.0014.7711.80220.2370.761431.4318.4228.0014.7711.80320.2332.63660.006.6930.0014.7711.80420.2399.352009.8718.8423.0014.7711.80520.2390.211824.8916.8919.0014.7711.80620.2312.90260.912.6415.0014.7711.80720.2316.52334.283.965.0014.7711.80823.005.77132.691.500.0014.7711.80920.232.3647.702.910.0014.7711.8010324.000.0016.00稳定系数得胜小学滑坡勘察稳定性计算4-4剖面滑块号重度单宽面积重量滑面长滑面倾角粘聚力内摩擦角FiwiLiic120.237.81158.045.0144.009.7410.00220.2368.051376.6317.2516.009.7410.00320.23107.952183.7523.3115.009.7410.00420.2390.001820.7013.0517.009.7410.00520.2352.841068.937.7117.009.7410.00620.2333.95686.776.482.009.7410.00720.2338.30774.7111.22-2.009.7410.00820.239.99202.104.44-2.009.7410.00稳定系数得胜小学滑坡勘察滑坡推力计算计算2-2剖面滑块号重度单宽面积重量滑面长滑面倾角粘聚力内摩擦角FiwiLiic120.239.01182.2512.2438.0014.7711.80220.2345.80926.5515.2134.0014.7711.80320.23144.012913.3030.2123.0014.7711.80420.2345.28915.999.0623.0014.7711.80520.2310.79218.302.4615.0014.7711.80620.2314.15286.213.939.0014.7711.80723.006.71154.221.620.0014.7711.80823.001.6738.302.910.0014.7711.809324.000.0016.00稳定系数得胜小学滑坡勘察滑坡推力计算计算1-1剖面滑块号重度单宽面积重量滑面长滑面倾角粘聚力内摩擦角FiwiLiic120.2327.74561.1415.3940.0014.7711.80220.2386.641752.7922.6819.0014.7711.80320.2328.09568.248.4323.0014.7711.80420.23127.612581.5720.5521.0014.7711.80520.2317.67357.402.8511.0014.7711.80620.238.76177.152.04-6.0014.7711.80720.235.44109.971.62-8.0014.7711.80820.230.448.921.68-20.0014.7711.80稳定系数计算人涂爱华抗滑力下滑力传递系数累计传递系数Ri*Ti剩余下滑力KsRiTiiP340.02230.990.86291.68198.14-51.291.25536.14672.020.9830.87467.87586.44303.881.25218.24330.001.0070.87189.18286.07500.171.25664.82785.320.9670.90595.92703.93800.551.25609.97594.130.9830.91556.22541.77919.611.2591.6567.530.9830.9385.0262.64896.731.25128.0729.130.9490.98125.2528.49758.931.2549.880.000.9781.0049.880.00692.351.2552.950.001.0001.0052.950.00639.391.2592.910.001.0002691.742709.112413.952407.481.06计算人涂爱华抗滑力下滑力传递系数累计传递系数Ri*Ti剩余下滑力KsRiTiiP68.82109.780.7350.0479.8340.961.00401.26379.450.8000.91364.67344.8510.971.00598.86565.200.9970.91546.01515.32-22.731.00434.05532.321.0060.91393.57482.6775.411.00255.30312.531.0000.91231.49283.38132.631.00184.1123.970.9200.99181.3923.61-38.081.00245.75-27.040.9851.00245.75-27.04-310.301.0078.84-7.051.000-396.191.002266.982012.921702.631.23计算人涂爱华得胜小学滑坡勘察滑坡推力计算计算3-3剖面得胜小学滑坡勘察滑坡推力计算计算3-3剖面稳定系数得胜小学滑坡勘察稳定性计算4-4剖面稳定系数得胜小学滑坡勘察滑坡推力计算计算2-2剖面抗滑力下滑力传递系数累计传递系数Ri*Ti剩余下滑力KsRiTiiP210.82112.210.83174.2692.75-70.561.25385.16518.120.9830.84323.87435.68262.491.251006.511138.320.9420.89898.681016.37663.591.25309.99357.911.0000.89276.78319.57800.991.2580.3956.500.9610.9374.6852.48760.141.25117.1144.770.9730.96111.8442.76678.231.2556.150.000.9551.0056.150.00591.571.2550.990.001.0001.0050.990.00540.581.2592.910.001.0002217.112227.831967.251959.611.05计算人涂爱华抗滑力下滑力传递系数累计传递系数Ri*Ti剩余下滑力KsRiTiiP317.15360.690.68215.34244.91133.721.25681.26570.650.8590.79538.67451.2132.051.25233.81222.031.0120.78182.65173.4576.171.25807.07925.150.9920.79635.52728.50424.941.25115.3968.200.9490.8395.8056.61372.921.2566.94-18.520.8950.9362.08-17.17243.761.2546.68-15.300.9920.9343.63-14.31176.021.2526.57-3.050.935134.151.252221.622128.211773.691623.211.11稳定系数得胜小学滑坡勘察滑坡推力计算计算1-1剖面稳定系数得胜小学滑坡勘察稳定性计算3-3剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.5521.557.1814.36438.190.1717.79220.2320.5570.7623.5947.171438.980.1718.42320.2320.5532.6310.8821.75663.480.176.69420.2320.5599.3533.1266.232020.470.1718.84520.2320.5590.2130.0760.141834.510.1716.89620.2320.5512.904.308.60262.280.172.64723.0020.5516.525.5111.02366.560.173.96820.2320.555.771.923.85117.320.171.5920.2320.552.360.791.5747.950.172.9110324.007.2得胜小学滑坡勘察稳定性计算4-4剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.557.812.605.21158.870.175.01220.2320.5568.0522.6845.371383.890.1717.25320.2320.55107.9535.9871.962195.260.1723.31420.2320.5590.0030.0060.001830.300.1713.05520.2320.5552.8417.6135.231074.570.177.71620.2320.5533.9511.3222.63690.390.176.48720.2320.5538.3012.7725.53778.790.1711.22820.2320.559.993.336.66203.160.174.44得胜小学滑坡勘察稳定性计算2-2剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.559.013.006.01183.210.1712.24220.2320.5545.8015.2730.53931.440.1715.21320.2320.55144.0148.0096.012928.660.1730.21420.2320.5545.2815.0930.19920.820.179.06520.2320.5510.793.607.19219.450.172.46620.2320.5514.154.729.43287.720.173.93723.0023.006.712.244.47154.220.171.62820.2320.551.670.561.1133.860.172.9110324.00277.41得胜小学滑坡勘察稳定性计算1-1剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.5527.749.2518.49564.100.1715.39220.2320.5586.6428.8857.761762.030.1722.68320.2320.5528.099.3618.73571.240.178.43420.2320.55127.6142.5485.072595.180.1720.55520.2320.5517.675.8911.78359.290.172.85620.2320.558.762.925.84178.090.172.04720.2320.555.441.813.62110.550.171.62820.2320.550.440.150.298.970.171.68计算人涂爱华滑面倾角粘聚力内摩擦角抗滑力下滑力传递系数累计传递系数Ri*icRiTii3213.0010.38288.01232.200.87250.732813.0010.38433.47675.560.9850.88383.203013.0010.38174.71331.741.0060.88153.562313.0010.38528.92789.460.9700.91479.161913.0010.38484.44597.260.9850.92445.651513.0010.3873.0167.880.9850.9368.20513.0010.38107.2431.950.9530.98105.12013.0010.3837.420.000.9801.0037.42013.0010.3845.150.001.0001.0045.1500.0016.0092.910.001.0002172.362726.051968.19稳定系数0.841计算人涂爱华滑面倾角粘聚力内摩擦角抗滑力下滑力传递系数累计传递系数Ri*icRiTii448.578.8057.66110.360.74242.77168.578.80319.39381.450.8100.915292.36158.578.80473.25568.180.9970.918434.43178.578.80337.60535.131.0050.914308.43178.578.80198.62314.171.0000.914181.4628.578.80144.5224.090.9260.987142.61-28.578.80196.53-27.180.9871.000196.53-28.578.8064.23-7.091.0001791.811598.60稳定系数0.968计算人涂爱华滑面倾角粘聚力内摩擦角抗滑力下滑力传递系数累计传递系数Ri*icRiTii3813.0010.38181.16112.800.84152.41得胜小学滑坡勘察稳定性计算3-3剖面(1/3饱水）得胜小学滑坡勘察稳定性计算4-4剖面(1/3饱水）得胜小学滑坡勘察稳定性计算2-2剖面(1/3饱水）3413.0010.38315.64520.850.9850.85269.662313.0010.38804.391144.320.9470.90725.912313.0010.38247.21359.791.0000.90223.091513.0010.3864.3556.800.9650.9460.19913.0010.3894.4845.010.9750.9690.61013.0010.3844.610.000.9591.0044.61013.0010.3843.000.001.0001.0043.00016.0092.910.001.0001794.852239.571609.49稳定系数0.854计算人涂爱华滑面倾角粘聚力内摩擦角抗滑力下滑力传递系数累计传递系数Ri*icRiTii4013.0010.38266.05362.600.70186.041913.0010.38549.24573.660.8680.81442.512313.0010.38189.88223.201.0100.80151.422113.0010.38637.12930.030.9930.80511.641113.0010.3890.9168.560.9530.8476.60-613.0010.3853.57-18.620.9030.9350.00-813.0010.3837.78-15.390.9930.9435.51-2013.0010.3823.13-3.070.9401786.772139.431453.72稳定系数0.888得胜小学滑坡勘察稳定性计算1-1剖面(1/3饱水）Ti*剩余下滑力KsP202.15-9.41.20597.21377.21.20291.58602.81.20715.191003.21.20549.431220.21.2063.411210.11.2031.321084.31.200.001025.51.200.00980.31.20887.41.202450.30Ti*剩余下滑力Ks剩余抗滑力Pi81.8574.771.20349.17198.931.20521.58406.931.20488.90713.431.20287.03891.821.2023.78710.091.20-27.18471.551.20295.03398.811.201.0071.31725.12Ti*剩余下滑力KsP94.90-45.81.20444.97309.41.201032.68861.71.20324.691046.21.2053.131013.21.2043.17947.71.200.00864.31.200.00821.31.20728.41.201993.54Ti*剩余下滑力KsP253.55169.11.20462.18285.91.20177.99366.81.20746.86843.11.2057.77794.91.20-17.38641.61.20-14.46580.91.20519.31.201666.51得胜小学滑坡勘察稳定性计算3-3剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.5521.557.1814.36438.190.1717.79220.2320.5570.7623.5947.171438.980.1718.42320.2320.5532.6310.8821.75663.480.176.69420.2320.5599.3533.1266.232020.470.1718.84520.2320.5590.2130.0760.141834.510.1716.89620.2320.5512.904.308.60262.280.172.64723.0020.5516.525.5111.02366.560.173.96820.2320.555.771.923.85117.320.171.5920.2320.552.360.791.5747.950.172.9110324.007.2得胜小学滑坡勘察稳定性计算4-4剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.557.812.605.21158.870.175.01220.2320.5568.0522.6845.371383.890.1717.25320.2320.55107.9535.9871.962195.260.1723.31420.2320.5590.0030.0060.001830.300.1713.05520.2320.5552.8417.6135.231074.570.177.71620.2320.5533.9511.3222.63690.390.176.48720.2320.5538.3012.7725.53778.790.1711.22820.2320.559.993.336.66203.160.174.44得胜小学滑坡勘察稳定性计算2-2剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.559.013.006.01183.210.1712.24220.2320.5545.8015.2730.53931.440.1715.21320.2320.55144.0148.0096.012928.660.1730.21420.2320.5545.2815.0930.19920.820.179.06520.2320.5510.793.607.19219.450.172.46620.2320.5514.154.729.43287.720.173.93723.0020.556.712.244.47148.740.171.62820.2320.551.670.561.1133.860.172.919324.00得胜小学滑坡勘察稳定性计算1-1剖面(1/3饱水）滑块号重度重度总面积饱水面积 水上面积重量孔隙压力比滑面长sFFwiFiwiruLi120.2320.5527.749.2518.49564.100.1715.39220.2320.5586.6428.8857.761762.030.1722.68320.2320.5528.099.3618.73571.240.178.43420.2320.55127.6142.5485.072595.180.1720.55520.2320.5517.675.8911.78359.290.172.85620.2320.558.762.925.84178.090.172.04720.2320.555.441.813.62110.550.171.62820.2320.550.440.150.298.970.171.68计算人涂爱华滑面倾角粘聚力内摩擦角地震水平系数抗滑力下滑力传递系数累计传递系数icARiTii3213.0010.380.03286.63244.280.872813.0010.380.03429.45716.850.9850.883013.0010.380.03172.74350.421.0060.882313.0010.380.03524.22849.900.9700.911913.0010.380.03480.88653.630.9850.921513.0010.380.0372.6076.120.9850.93513.0010.380.03107.0543.820.9530.98013.0010.380.0337.423.810.9801.00013.0010.380.0345.151.561.0001.0000.0016.000.0392.9110.531.0002156.132940.39稳定系数0.771计算人涂爱华滑面倾角粘聚力内摩擦角地震水平系数抗滑力下滑力传递系数累计传递系数icARiTii448.578.800.0357.11114.070.742168.578.800.03317.47424.690.8100.915158.578.800.03470.39637.090.9970.918178.578.800.03334.91592.011.0050.914178.578.800.03197.04347.571.0000.91428.578.800.03144.4046.520.9260.987-28.578.800.03196.67-1.880.9871.000-28.578.800.0364.27-0.491.0001782.25稳定系数0.844计算人涂爱华滑面倾角粘聚力内摩擦角地震水平系数抗滑力下滑力传递系数累计传递系数icARiTii3813.0010.380.03180.49117.490.84得胜小学滑坡勘察稳定性计算3-3剖面(1/3饱水）得胜小学滑坡勘察稳定性计算4-4剖面(1/3饱水）得胜小学滑坡勘察稳定性计算2-2剖面(1/3饱水）3413.0010.380.03312.54545.950.9850.852313.0010.380.03797.571231.930.9470.902313.0010.380.03245.07387.341.0000.901513.0010.380.0364.0163.690.9650.94913.0010.380.0394.2254.250.9750.96013.0010.380.0343.774.830.9591.00013.0010.380.0343.001.101.0001.00016.000.0392.9110.531.0001780.672406.59稳定系数0.784计算人涂爱华滑面倾角粘聚力内摩擦角地震水平系数抗滑力下滑力传递系数累计传递系数icARiTii4013.0010.380.03263.89376.640.701913.0010.380.03545.83627.810.8680.812313.0010.380.03188.55240.291.0100.802113.0010.380.03631.581008.770.9930.801113.0010.380.0390.5080.020.9530.84-613.0010.380.0353.68-12.860.9030.93-813.0010.380.0337.87-11.830.9930.94-2013.0010.380.0323.14-2.790.9401774.022320.67稳定系数0.809得胜小学滑坡勘察稳定性计算1-1剖面(1/3饱水）Ri*Ti*剩余下滑力KsP249.53212.66-30.11.05379.64633.72323.21.05151.82308.00520.31.05474.90769.95873.01.05442.38601.291065.11.0567.8271.101056.31.05104.9342.95945.61.0537.423.81893.41.0545.151.56849.91.0