4号路详勘折线滑动稳定计算表

,,,附表3折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,工程名称:丰都县龙河新城互连互通道路项目,,,,,2剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,5.41,,19.50,,105.57,,,0.00,,0.00,5.14,27.60,12.00,9.00,,76.47,48.91,0.00,1.56

,E2,16.87,,19.50,,329.06,,,0.00,,0.00,5.30,26.00,12.00,9.00,1.00,110.49,144.25,37.19,0.77

,E3,59.17,,19.50,,1153.84,,,0.00,,0.00,9.84,20.40,12.00,9.00,0.98,289.34,402.20,158.29,0.66

,E4,64.87,,19.50,,1264.95,,,0.00,,0.00,9.08,14.20,12.00,9.00,0.98,303.14,310.30,171.31,0.65

,E5,31.78,,19.50,,619.70,,,0.00,,0.00,7.83,10.70,12.00,9.00,0.99,190.37,115.06,99.97,0.67

,E6,11.44,,19.50,,223.01,,,0.00,,0.00,6.82,4.10,12.00,9.00,0.98,117.13,15.94,0.00,1.03

,,,15剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,24.27,,19.50,,473.34,,,0.00,,0.00,10.15,20.30,12.00,9.00,,192.07,164.22,0.00,1.17

,E2,50.30,,19.50,,980.86,,,0.00,,0.00,8.88,25.50,12.00,9.00,1.01,246.72,422.27,193.12,0.58

,E3,42.42,,19.50,,827.09,,,0.00,,0.00,6.56,13.20,12.00,9.00,0.95,206.26,188.87,179.94,0.56

,E4,28.47,,19.50,,555.07,,,0.00,,0.00,11.53,3.80,12.00,9.00,0.96,226.09,36.79,0.00,1.08

,,,17剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,2.89,,19.50,,56.42,,,0.00,,0.00,2.50,20.30,12.00,9.00,,38.41,19.57,0.00,1.96

,E2,42.16,,19.50,,822.17,,,0.00,,0.00,9.34,25.50,12.00,9.00,1.01,229.63,353.96,186.61,0.65

,E3,51.10,,19.50,,996.39,,,0.00,,0.00,7.92,13.20,12.00,9.00,0.95,248.65,227.53,224.06,0.61

,E4,36.13,,19.50,,704.46,,,0.00,,0.00,7.24,3.80,12.00,9.00,0.97,198.25,46.69,119.04,0.75

,E5,16.78,,19.50,,327.15,,,0.00,,0.00,11.78,3.80,12.00,9.00,1.00,193.09,21.68,0.00,1.37

,,,19剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,63.18,,19.50,,1231.99,,,0.00,,0.00,14.01,13.90,12.00,9.00,,357.54,295.96,0.00,1.21

,E2,68.27,,19.50,,1331.30,,,0.00,,0.00,8.50,19.70,12.00,9.00,1.01,300.57,448.78,193.38,0.67

,E3,67.11,,19.50,,1308.62,,,0.00,,0.00,8.96,7.10,12.00,9.00,0.95,313.25,161.75,78.63,0.91

,E4,41.92,,19.50,,817.49,,,0.00,,0.00,11.12,14.40,12.00,9.00,1.01,258.80,203.30,62.73,0.92

,E5,7.61,,19.50,,148.34,,,0.00,,0.00,5.91,7.30,12.00,9.00,0.98,94.21,18.85,0.00,1.18

,,,20剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,6.22,,19.50,,121.20,,,0.00,,0.00,5.06,52.10,12.00,9.00,,72.56,95.64,15.82,0.76

,E2,16.71,,19.50,,325.76,,,0.00,,0.00,4.03,37.30,12.00,9.00,0.92,89.37,197.41,113.68,0.42

,E3,27.79,,19.50,,541.97,,,0.00,,0.00,4.24,28.10,12.00,9.00,0.96,126.56,255.27,225.09,0.35

,E4,36.93,,19.50,,720.09,,,0.00,,0.00,4.37,25.70,12.00,9.00,0.99,155.21,312.27,364.78,0.29

,E5,60.51,,19.50,,1179.97,,,0.00,,0.00,6.10,17.90,12.00,9.00,0.97,250.98,362.67,439.35,0.35

,E6,63.62,,19.50,,1240.60,,,0.00,,0.00,8.73,7.50,12.00,9.00,0.95,299.54,161.93,250.72,0.52

,E7,36.14,,19.50,,704.69,,,0.00,,0.00,11.87,2.70,12.00,9.00,0.98,253.96,33.20,0.00,0.91

,,,21剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,6.64,,19.50,,129.40,,,0.00,,0.00,4.28,41.70,12.00,9.00,,66.61,86.08,29.41,0.77

,E2,34.24,,19.50,,667.74,,,0.00,,0.00,7.26,33.20,12.00,9.00,0.97,175.56,365.63,244.76,0.45

,E3,43.68,,19.50,,851.84,,,0.00,,0.00,5.43,19.50,12.00,9.00,0.94,192.36,284.35,350.68,0.37

,E4,62.78,,19.50,,1224.16,,,0.00,,0.00,7.01,6.40,12.00,9.00,0.94,276.82,136.46,231.78,0.59

,E5,45.38,,19.50,,884.94,,,0.00,,0.00,9.75,3.90,12.00,9.00,0.99,256.87,60.19,71.84,0.88

,E6,8.32,,19.50,,162.31,,,0.00,,0.00,5.65,2.80,12.00,9.00,1.00,93.52,7.93,0.00,1.18

,,,22剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,20.58,,19.50,,401.36,,,0.00,,0.00,9.08,46.00,12.00,9.00,,207.76,288.71,59.33,0.72

,E2,51.48,,19.50,,1003.89,,,0.00,,0.00,7.51,39.90,12.00,9.00,0.97,267.83,643.95,405.99,0.38

,E3,62.73,,19.50,,1223.23,,,0.00,,0.00,6.43,22.20,12.00,9.00,0.89,313.34,462.19,478.78,0.38

,E4,115.16,,19.50,,2245.69,,,0.00,,0.00,15.43,15.50,12.00,9.00,0.97,653.67,600.13,342.97,0.61

,E5,34.15,,19.50,,665.89,,,0.00,,0.00,11.45,2.70,12.00,9.00,0.93,317.81,31.37,0.00,0.91

,,,23剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,7.47,,19.50,,145.63,,,0.00,,0.00,5.55,52.10,12.00,9.00,,110.93,114.91,32.80,0.97

,E2,65.00,,19.50,,890.65,,,0.00,,0.00,8.21,26.80,12.00,9.00,0.85,269.02,401.58,230.46,0.63

,E3,54.21,,19.50,,1057.05,,,0.00,,0.00,6.48,13.40,12.00,9.00,0.95,275.78,244.97,258.75,0.60

,E4,53.91,,19.50,,1051.34,,,0.00,,0.00,9.34,9.20,12.00,9.00,0.99,327.14,168.09,181.78,0.77

,E5,20.80,,19.50,,405.58,,,0.00,,0.00,10.57,1.00,12.00,9.00,0.97,248.52,7.08,0.00,1.35

,,,X26剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,2.72,,19.50,,52.99,,,0.00,,0.00,3.37,36.40,12.00,9.00,,47.23,31.44,5.26,1.50

,E2,27.37,,19.50,,533.66,,,0.00,,0.00,8.54,18.90,12.00,9.00,0.93,182.47,172.86,76.58,1.03

,E3,17.38,,19.50,,338.99,,,0.00,,0.00,7.35,1.30,12.00,9.00,0.93,141.88,7.69,0.00,1.80

,,,X27剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,43.26,,19.50,,843.58,,,0.00,,0.00,10.67,13.30,12.00,9.00,,258.09,194.07,42.12,1.33

,E2,93.19,,19.50,,1817.17,,,0.00,,0.00,12.14,10.70,12.00,9.00,0.99,428.48,337.39,127.02,1.13

,E3,62.09,,19.50,,1210.80,,,0.00,,0.00,10.11,6.40,12.00,9.00,0.99,311.89,134.97,77.11,1.20

,E4,13.89,,19.50,,270.80,,,0.00,,0.00,7.86,1.00,12.00,9.00,0.99,137.26,4.73,0.00,1.70

,,,X29剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,18.02,,19.50,,351.43,,,0.00,,0.00,6.26,22.10,12.00,9.00,,126.65,132.22,35.08,0.96

,E2,61.28,,19.50,,1194.92,,,0.00,,0.00,8.47,17.30,12.00,9.00,0.99,282.33,355.34,173.40,0.72

,E3,79.77,,19.50,,1555.58,,,0.00,,0.00,8.37,12.90,12.00,9.00,0.99,340.61,347.28,257.31,0.66

,E4,83.39,,19.50,,1626.11,,,0.00,,0.00,11.05,6.20,12.00,9.00,0.98,388.67,175.62,129.42,0.91

,E5,29.42,,19.50,,573.76,,,0.00,,0.00,11.35,4.50,12.00,9.00,1.00,226.74,45.02,0.00,1.30

,,,X30剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,9.77,,19.50,,190.56,,,0.00,,0.00,4.59,25.70,12.00,9.00,,82.22,82.64,0.00,0.99

,E2,42.41,,19.50,,827.05,,,0.00,,0.00,7.94,13.70,12.00,9.00,0.94,222.57,195.88,0.00,1.14

,E3,62.50,,19.50,,1218.71,,,0.00,,0.00,8.44,19.60,12.00,9.00,1.01,283.18,408.82,113.76,0.69

,E4,96.88,,19.50,,1889.14,,,0.00,,0.00,14.85,16.80,12.00,9.00,0.99,464.68,546.02,174.55,0.71

,E5,24.76,,19.50,,482.84,,,0.00,,0.00,5.85,9.60,12.00,9.00,0.97,145.59,80.52,98.39,0.58

,E6,9.78,,19.50,,190.71,,,0.00,,0.00,6.26,4.00,12.00,9.00,0.98,105.22,13.30,0.00,0.96

,,,X31剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,4.49,,19.50,,87.46,,,0.00,,0.00,4.43,57.00,12.00,9.00,,60.74,73.35,12.92,0.83

,E2,8.95,,19.50,,174.44,,,0.00,,0.00,2.57,39.80,12.00,9.00,0.91,52.01,111.66,71.65,0.42

,E3,24.52,,19.50,,478.13,,,0.00,,0.00,4.43,32.20,12.00,9.00,0.97,117.22,254.79,207.68,0.36

,E4,39.47,,19.50,,769.58,,,0.00,,0.00,4.90,19.40,12.00,9.00,0.94,173.81,255.63,277.96,0.39

,E5,64.03,,19.50,,1248.58,,,0.00,,0.00,6.87,14.30,12.00,9.00,0.98,274.11,308.40,308.63,0.47

,E6,61.00,,19.50,,1189.50,,,0.00,,0.00,9.85,8.00,12.00,9.00,0.98,304.76,165.55,163.75,0.65

,E7,22.71,,19.50,,442.93,,,0.00,,0.00,9.36,2.70,12.00,9.00,0.98,182.45,20.86,0.00,1.01

,,,X32剖面折线滑动法隐式解计算表,,,,,,,,,,,,,,,,,

,条块号,滑块体积,,重度γ,,重量G,地面荷载,水力作用,,水平荷载Q（地震作用）,,滑面,,,,传递系数,抗滑力,下滑力,剩余下滑力,稳定系数

,,,,,,,G1,水头高度hw,总水压力U,水平地震系数aw,地震力Qe,长度(Li),倾角(αi),内聚力(ci),内摩擦角(φi),ψ,Ri,Ti,Pi,Fs

,,（m3/m）,,（KN/m3）,,（KN/m）,（KN/m）,m,（KN/m）,,（KN/m）,(m),(°),Kpa,(°),,（KN/m）,（KN/m）,（KN/m）,

,E1,3.93,,19.50,,76.67,,,0.00,,0.00,4.12,46.90,12.00,9.00,,57.70,55.98,3.66,1.03

,E2,20.93,,19.50,,408.04,,,0.00,,0.0