滑坡计算.xls

滑坡稳定性计算公式 条块号123456 滑面长21.4339.9643.200.000.000.00 滑面倾角θ47.6140.057.235.004.003.00 滑面面积150.00200.00150.00100.0080.0070.00 条块重2925.003900.002925.001950.001560.001365.00 传递系数0.9240.5640.9790.9910.9910.972 抗滑力1197.631880.771867.31 下滑力2160.332509.48368.12 总抗滑力3553.02 总下滑力2910.58 稳定性系数1.2207 累计推力962.691894.92-374.83 滑坡稳定性计算公式未计算动水压力 条块号123456 滑面长8.849.3014.1821.909.025.62 滑面倾角θ67.0035.6021.5017.3010.704.70 条块重325.651338.401708.201626.30641.55128.70 传递系数0.7940.9420.9890.9800.9830.987 抗滑力164.78282.09422.14549.21225.16110.15 下滑力299.76779.11626.06483.62119.1110.55 总抗滑力1633.17 总下滑力2102.70 稳定性系数0.7767 累计推力134.99721.09977.18 滑坡稳定性计算公式计算动水压力 条块号123456 滑面长29.6931.6221.970.000.000.00 滑面倾角θ47.9738.133.410.000.000.00 动水压力01095.871135.62 条块重2057.844896.452653.370.000.000.00 传递系数0.8980.5320.9681.0001.0001.000 抗滑力969.222247.071547.30 下滑力1528.553023.30157.82 总抗滑力3205.06 总下滑力2495.48 稳定性系数1.2843 累计推力559.34-1744.67-2475.00 动水压力计算水的重度滑面长度水位高度H水流坡角 10.00039.960 重度滑面C滑面ф安全系数 19.59271.15 重度滑面C滑面ф安全系数 19.5176.51.15 重度滑面C滑面ф 19.5927