工程名称; C:\Documents and Settings\Administrator\My Documents\渗流稳定计算.dwg 工况: 运行期分条数量: 30 滑面形式: 圆弧,滑动方向:右坡外水位: 无地震加速度: 0.000g 计算方法: 有效应力法,简化毕肖普法安全系数: 0.648 抗滑力=83067.7734KN,滑动力=128231.3203KN 计算日期: 12-04-27,18:14:36=======================土层基本数据================================== 坝体容重＝21.000 浮容重＝12.000 非线性类型=0 有效强度指标(水下/水上: c=35.00/35.00 Fi=34.00/34.00 总应力强度指标(水下/水上: C=0.00/0.00 Fi=0.00/0.00 固结排水强度指标(水下/水上: C=0.00/0.00Fi=0.00/0.00 单位深度c值增量(水下/水上: DC=0.00/0.00 孔隙压力系数(水下:B=0.00 棱体容重＝23.000 浮容重＝14.000 非线性类型=0 有效强度指标(水下/水上: c=10.00/10.00 Fi=40.00/40.00 总应力强度指标(水下/水上: C=0.00/0.00 Fi=0.00/0.00 固结排水强度指标(水下/水上: C=0.00/0.00 Fi=0.00/0.00 单位深度c值增量(水下/水上: DC=0.00/0.00 孔隙压力系数(水下: B=0.00 =======================分条基本数据================================== 土条宽度: 7.5620 h1 = 浸润线以上、同时坡外水位以上部分的高度,自然容重 h2 = 浸润线以下、坡外水位以上部分的高度,饱和容重 h3 = 浸润线以上、坡外水位以下部分的高度,自然容重－水容重h4 = 坡外水位以下、同时浸润线以下部分的高度,浮容重 z = 土条底部淹没在坡外水位以下的高度z1 + 土条顶部淹没在水位以下的高度z2 土条号地面高程总高度 z h1 h2 h3 h4 y方向超载 C Fy 1 6.32E+02 7.95E+00 0.00E+00 7.95E+00 0.00E+000.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 2 6.32E+02 2.34E+01 0.00E+002.34E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+003.50E+01 34.000 3 6.30E+023.61E+01 0.00E+00 3.61E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+0134.000 4 6.19E+02 3.97E+01 0.00E+00 3.97E+01 0.00E+00 0.00E+00 0.00E+000.00E+00 3.50E+01 34.000 5 6.09E+02 4.26E+01 0.00E+00 4.26E+01 0.00E+000.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 6 5.98E+02 4.50E+01 0.00E+004.50E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 75.88E+024.68E+01 0.00E+00 4.68E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+0134.000 8 5.78E+02 4.82E+01 0.00E+00 4.82E+01 0.00E+00 0.00E+00 0.00E+000.00E+00 3.50E+01 34.000 9 5.67E+02 4.91E+01 0.00E+00 4.91E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 10 5.57E+02 4.96E+01 0.00E+00 4.96E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 11 5.47E+02 4.97E+01 0.00E+00 4.97E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.00012 5.36E+02 4.95E+01 0.00E+00 4.95E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 13 5.26E+02 4.89E+01 0.00E+00 4.89E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 14 5.16E+02 4.80E+01 0.00E+00 4.80E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 15 5.05E+02 4.69E+01 0.00E+00 4.69E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 16 4.95E+02 4.54E+01 0.00E+00 4.54E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 17 4.85E+02 4.37E+01 0.00E+00 4.37E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 18 4.74E+02 4.18E+01 0.00E+00 4.18E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 19 4.64E+02 3.96E+01 0.00E+00 3.96E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 20 4.53E+02 3.72E+01 0.00E+00 3.72E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 21 4.43E+02 3.45E+01 0.00E+00 3.45E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 22 4.33E+02 3.17E+01 0.00E+00 3.17E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 23 4.22E+02 2.86E+01 0.00E+00 2.86E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 24 4.12E+02 2.54E+01 0.00E+00 2.54E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 25 4.02E+02 2.19E+01 0.00E+00 2.19E+01 0.00E+000.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 26 3.91E+02 1.83E+01 0.00E+001.83E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 27 3.81E+02 1.45E+01 0.00E+00 1.45E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 28 3.71E+02 1.06E+01 0.00E+00 1.06E+01 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 29 3.60E+02 6.45E+00 0.00E+00 6.45E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.50E+01 34.000 30 3.50E+022.18E+00 0.00E+002.18E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+003.50E+01 34.000========================分条计算数据================================== 条号 SinA CosA 总重(惯性力用土条重分母重(降落期施工加载重 sigma-y sigma-n sigma3 u u' 1 9.03E-01 4.29E-011.26E+03 1.26E+03 1.26E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+000.00E+00 2 8.93E-01 4.49E-01 3.72E+03 3.72E+03 3.72E+03 0.00E+00 0.00E+000.00E+00 0.00E+00 0.00E+00 0.00E+00 3 8.84E-01 4.68E-01 5.73E+03 5.73E+035.73E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4 8.74E-014.86E-01 6.30E+03 6.30E+03 6.30E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+000.00E+00 0.00E+00 5 8.64E-01 5.03E-01 6.77E+03 6.77E+03 6.77E+03 0.00E+000.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 6 8.55E-01 5.19E-01 7.14E+037.14E+03 7.14E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 78.45E-01 5.35E-01 7.43E+03 7.43E+037.43E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 8 8.35E-01 5.50E-01 7.65E+03 7.65E+03 7.65E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+000.00E+00 0.00E+00 9 8.26E-01 5.64E-01 7.79E+03 7.79E+03 7.79E+03 0.00E+000.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 10 8.16E-01 5.78E-01 7.87E+037.87E+03 7.87E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 118.06E-01 5.92E-01 7.89E+03 7.89E+03 7.89E+03 0.00E+00 0.00E+00 0.00E+000.00E+00 0.00E+00 0.00E+00 12 7.96E-01 6.05E-01 7.86E+03 7.86E+03 7.86E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 13 7.87E-01 6.17E-01 7.77E+03 7.77E+03 7.77E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+000.00E+00 14 7.77E-01 6.29E-01 7.63E+03 7.63E+03 7.63E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 15 7.67E-01 6.41E-01 7.45E+03 7.45E+03 7.45E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 16 7.58E-01 6.53E-01 7.22E+03 7.22E+03 7.22E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+000.00E+00 0.00E+00 17 7.48E-01 6.64E-01 6.94E+03 6.94E+03 6.94E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 18 7.38E-01 6.74E-01 6.63E+036.63E+03 6.63E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 197.29E-01 6.85E-01 6.28E+03 6.28E+03 6.28E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 20 7.19E-01 6.95E-01 5.90E+03 5.90E+03 5.90E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 21 7.09E-01 7.05E-01 5.48E+03 5.48E+03 5.48E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 22 7.00E-01 7.15E-01 5.03E+03 5.03E+03 5.03E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 23 6.90E-01 7.24E-01 4.54E+03 4.54E+03 4.54E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 24 6.80E-01 7.33E-01 4.03E+03 4.03E+03 4.03E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 25 6.71E-01 7.42E-01 3.48E+03 3.48E+03 3.48E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 26 6.61E-01 7.51E-01 2.91E+03 2.91E+03 2.91E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 27 6.51E-01 7.59E-01 2.31E+03 2.31E+03 2.31E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 28 6.41E-01 7.67E-01 1.68E+03 1.68E+03 1.68E+030.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 29 6.32E-01 7.75E-011.02E+03 1.02E+03 1.02E+03 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 30 6.22E-01 7.83E-01 3.45E+02 3.45E+02 3.45E+02 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00。