滑坡反演分析-C、φ值反算

(KN/m) (KN/m) (KN/m) (KN/m) Р0.00 462.14 0.0000 0.00 387.79 1252.03 387.79 1252.03 0.310 Р0.00 22238.22 0.4110 0.00 10572.18 9966.27 10731.56 10480.85 1.024 Р0.00 25530.28 0.9950 0.00 11833.62 11069.11 22511.41 21497.44 1.047 Р0.00 9970.22 0.9411 0.00 4722.07 2896.62 25907.77 23128.06 1.120 Р0.00 5717.62 0.9919 0.00 3184.39 1540.59 28882.61 24481.58 1.180 Р Р Р Р水平地震力条块正压力传递系数工程水平力条块抗滑力条块下滑力累计抗滑力累计下滑力稳定系数Р(KN/m) (KN/m) (KN/m) (KN/m) (KN/m) (KN/m) (KN/m) Р66.73 399.54 0.0000 0.00 335.26 1275.13 335.26 1275.13 0.263 Р1218.47 21739.91 0.4110 0.00 10370.85 11078.19 10508.64 11602.26 0.906 Р1391.33 24976.82 0.9950 0.00 11610.01 12345.62 22066.00 23889.75 0.924 Р519.12 9825.39 0.9411 0.00 4663.55 3395.13 25430.07 25877.99 0.983 Р296.08 5640.59 0.9919 0.00 3153.27 1826.47 28377.65 27495.15 1.032