折线滑动稳定性计算（边坡规范2013版）

75-75'折线滑动稳定性计算表,,,,,,,,,,,,,,,,,,,,

工况,条块号,滑体土天然重度,条块面积,附加荷载Gb,土体总重量ΣG,滑面长度L,滑面倾角θ,滑面黏聚力聚力C,滑面内摩擦角Φ,下滑力T,累积下滑力ΣT,抗滑力R,累积抗滑力ΣR,传递系数ψ,稳定系数(Ks),安全系数(Fst),剩余下滑力P,,附加荷载大小,附加荷载长度

,,KN/m3,㎡,KN,KN,m,°,KN,°,KN,KN,KN,KN,,,,KN,,KPa,m

天然,E1,20.00,75.26,50.00,1505.20,16.39,13.00,0.00,30.00,349.84,349.84,874.88,874.88,0.95,2.50,1.35,0.00,,10.00,5.00

,E2,20.00,35.81,0.00,716.20,13.90,7.00,0.00,30.00,87.28,419.57,410.42,1241.40,,2.96,1.35,0.00,,,

12-12'折线滑动稳定性计算表,,,,,,,,,,,,,,,,,,,,

工况,条块号,滑体土天然重度,条块面积,附加荷载Gb,土体总重量ΣG,滑面长度L,滑面倾角θ,滑面黏聚力聚力C,滑面内摩擦角Φ,下滑力T,累积下滑力ΣT,抗滑力R,累积抗滑力ΣR,传递系数ψ,稳定系数(Ks),安全系数(Fst),剩余下滑力P,,附加荷载大小,附加荷载长度

,,KN/m3,㎡,KN,KN,m,°,KN,°,KN,KN,KN,KN,,,,KN,,KPa,m

天然,E1,20.00,5.74,1100.00,114.80,6.70,15.00,0.00,30.00,314.41,314.41,677.47,677.47,0.87,2.15,1.35,0.00,,20.00,55.00

,E2,20.00,15.89,0.00,317.80,8.60,1.00,0.00,30.00,5.55,278.09,183.45,770.70,1.07,2.77,1.35,0.00,,,

,E3,20.00,22.06,0.00,441.20,7.00,33.00,0.00,30.00,240.29,539.15,213.63,1041.89,0.75,1.93,1.35,82.05,,,

,E4,20.00,113.61,0.00,2272.20,16.40,10.00,0.00,30.00,394.56,800.76,1291.93,2076.89,1.05,2.59,1.35,0.00,,,

,E5,20.00,348.08,0.00,6961.60,28.30,18.00,0.00,30.00,2151.25,2991.88,3822.56,6002.86,0.96,2.01,1.35,0.00,,,

,E6,20.00,405.32,0.00,8106.40,28.00,13.00,0.00,30.00,1823.54,4692.52,4560.28,10316.54,0.77,2.20,1.35,0.00,,,

,E7,20.00,3.51,0.00,70.20,1.60,81.00,0.00,30.00,69.34,3687.89,6.34,7961.76,-0.25,2.16,1.35,64.64,,,

,E8,20.00,286.68,0.00,5733.60,3