边坡稳定性计算公式

66 Р0.883 103.790 2023.905 1787.002 Р0.961 112.090 2185.755 2101.083 Р0.995 116.140 2264.730 2252.324 Р0.996 112.300 2189.850 2181.517 Р0.966 98.730 1925.235 1859.634 Р0.891 78.860 1537.770 1370.163 Р0.777 54.730 1067.235 829.397 Р0.574 20.340 396.630 227.498 Р 求和: 14665.081 Р 稳定系数K 4.175 Р Р РcosαΩ(m2) G=Ωγ(KN) N=Gcosα(KN) Р0.174 11.160 217.620 37.789 Р0.545 65.610 1279.395 696.808 Р0.755 89.820 1751.490 1321.866 Р0.883 103.790 2023.905 1787.002 Р0.961 112.090 2185.755 2101.083 Р0.995 116.140 2264.730 2252.324 Р0.996 112.300 2189.850 2181.517 Р0.966 98.730 1925.235 1859.634 Р0.891 78.860 1537.770 1370.163 Р0.777 54.730 1067.235 829.397 Р0.574 20.340 396.630 227.498 Р 求和: 14665.081 Р 稳定系数K 4.175 Р Р РcosαΩ(m2) G=Ωγ(KN) N=Gcosα(KN) Р0.174 11.160 217.620 37.789 Р0.545 65.610 1279.395 696.808