滑坡剩余推力法计算模板

滑坡剩余推力法计算
wk.baidu.com
i
Qi 860.7 7602.4 24075.4 3883.1 1145.7 3112.2 1132.9 5678.2 4134.4 6384.0 1909.5 3971.0 2090.0 2137.5
Ti
738.04 3389.98 6212.66 1074.66 317.98 874.69 314.42 1573.31 194.34 297.60 76.32 198.30 104.37 94.91
124.22 2425.01 6817.22 7520.59 7779.73 8499.70 8756.43 10033.31 11080.65 12735.53 13241.60 14283.62 14826.78
417.71 2965.27 5753.06 991.95 293.45 806.61 290.17 1452.14 194.22 297.43 76.39 198.07 104.25
i
分块号 横坐标X 0 95.0 1 101.0 2 128.5 3 206.0 4 218.5 5 223.0 6 237.0 7 241.5 8 263.0 9 280.0 10 310.0 11 320.0 12 340.0 13 350.0 14 372.5
粘聚力C i 摩擦角φ 5.0 5.0 8.0 8.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 20.0 20.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
417.71 3382.97 9136.03 10127.98 10421.44 11228.05 11518.22 12970.36 13164.58 13462.01 13538.39 13736.46 13840.70
1675.3 3983.9 4470.7 4556.3 4785.0 4864.6 5290.0 4061.2 2747.3 2325.5 1515.1 1091.3 520.1
i
滑面长L i 滑面倾角α 11.66 30.72 80.22 13.01 4.68 14.59 4.68 22.38 17.02 30.03 10.01 20.02 10.01 22.52 59.0 26.5 15.0 16.1 16.1 16.3 16.1 16.1 2.7 2.7 2.3 2.9 2.9 2.5
Ri
219.49 2630.33 4743.10 762.02 280.80 780.73 278.18 1383.43 1048.01 1655.81 505.63 1043.26 543.81 679.11
ψ
i
Πψ
j
R iΠ ψ
j
∑R i Π ψ
j
TiΠ ψ
j
∑TiΠ ψ
j
Pi
629.3
0.65 0.94 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00
0.566 0.875 0.926 0.923 0.923 0.922 0.923 0.923 0.999 0.999 1.001 0.999 0.999
124.22 2300.79 4392.21 703.37 259.14 719.97 256.73 1276.89 1047.33 1654.88 506.08 1042.01 543.16
稳定系数 Fs :
1.11 全系数Fst :
纵坐标Y 1 875.5 875.6 865.8 844.8 841.5 834.0 832.7 831.7 826.5 822.5 821.1 818.4 820.5 818.0 807.0
推力计算安
1.15
纵坐标Y 2 容重γ 873.0 863.0 19 849.3 19 828.6 19 825.0 19 823.7 19 819.6 19 818.3 19 812.1 19 811.3 19 809.9 19 809.5 19 808.5 19 808.0 19 807.0 19