承载力计算表(粉土)

粉土承载力基本值f0指标0.6000.6 ～0.7第一指标e0.7 ～0.80.8 ～0.90.9 ～1.00.6500.7000.7730.8000.8860.9000.9501.000第一指标en91112121212121212121212121212δ10.1490.0610.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.254第二指标W%20280255230197.15185150.6145132.5120拆算系数ξ00000000000000022.5250192.15147.7513025270245220187.15175144.9140127.5115变异系数修正系数δ0.1490.0610.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.2540.254γs0.8420.9430.7750.7750.7750.7750.7750.7750.7750.7750.7750.7750.7750.7750.775基本值f0137.5176234234234234234234234234234234234234234178.751137.5121.95205175.8165134.9130120110特征值fak11616618118118118118118118118118118118118118128.730粉土承载力特征值层号注：只能在红色的位置输入f0

W%30.43537.540表F.0.2-2119.6125115105100