1、角度wsincoswsinwcos25.00113400.000.420.9147902.18102785.9020.00245700.000.340.9483993.49230897.3417.00396900.000.290.96115985.24379574.8116.00491400.000.280.96135381.32472383.1713.00491400.000.220.97110485.87478818.1612.00519750.000.210.98108008.12508403.699.00601756.225.004.001.000.70wcostanfai licil
2、i18501.46180.004500.000.201.2041561.52195.004875.000.401.3068323.47210.005250.000.601.4085028.97195.004875.000.801.3086187.27195.004875.000.801.3091512.66330.008250.000.502.20391115.3532625.000.18鸡扒子滑坡旱季稳定性计算角度上底下底高wsincos25.000.000.451.706238.670.420.9120.000.450.601.5012844.320.340.9417.000.600.80
3、1.5017125.760.290.9616.000.801.001.5022018.840.280.9613.001.000.801.5022018.840.220.9712.000.800.901.5020795.570.210.989.000.900.801.5020795.570.160.995.000.800.501.5015902.490.091.004.000.500.551.5012844.320.071.001.000.550.002.008970.640.021.002.3*80*80*10000/0.95/0.95/2Fs=0.96wsinwcoswcostanLiCiL
4、i2635.335654.741027.11157.94394.854390.8812070.492192.44134.41336.035004.6216378.202974.88132.08330.206066.2221166.723844.65131.40328.504950.6921455.063897.03129.63324.094321.4820341.593694.78129.13322.843251.5120539.803730.78127.89319.721385.2915842.042877.50126.80316.99895.5212813.062327.32126.623
5、16.56156.488969.271629.15168.45421.1233058.0228195.643410.91鸡扒子滑坡旱季稳定性计算鸡扒子滑坡雨季稳定性计算角度上底下底高wsincos25.000.000.451.706238.670.420.9120.000.450.601.5012844.320.340.9417.000.600.801.5017125.760.290.9616.000.801.001.5022018.840.280.9613.001.000.801.5022018.840.220.9712.000.800.901.5020795.570.210.989.000
6、.900.801.5020795.570.160.995.000.800.501.507951.250.091.004.000.500.551.506422.160.071.001.000.550.002.004485.320.021.002.3*80*80*10000/0.95/0.95/2Fs=0.35wsinwcoswcostanLiCiLi2635.335654.74415.05157.94126.354390.8812070.49885.95134.41107.535004.6216378.201202.13132.08105.676066.2221166.721553.60131.40105.124950.6921455.061574.76129.63103.714321.4820341.591493.03129.13103.313251.5120539.801507.58127.89102.31692.657921.02581.39126.80101.44447.766406.53470.23126.62101.3078.244484.64329.16168.45134.7631839.3810012.871091.49鸡扒子滑坡雨季稳定性计算