地基承载力新旧规范比较计算表格Excel.xls

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1、地 基 土 物 理 力 学 性 质 指 标 汇 总 表 表3 取天然状态的基本物理性指标土土底土含重 度孔饱层层板深水隙和编厚高度量湿干比度号度程WdeSr(M)(M)M%KN/M3KN/M3%1最大值32.519.315.10.9296.00.71.279最小值27.418.814.20.8093.3平均值30.019.114.70.8694.74.54.295标准差2.550.250.450.061.35变异系数0.090.010.030.070.01子样数222222最大值36.619.816.01.099.40.52.445最小值23.618.313.60.789.5平均值29.119

2、.214.90.894.32.80.345标准差3.470.460.740.092.23变异系数0.120.020.050.110.02子样数25252525253最大值44.219.615.61.2100.00.50.462最小值25.517.712.30.792.7平均值37.518.313.31.196.84.7-4.11标准差3.580.410.650.101.90变异系数0.100.020.050.090.02子样数29292929294最大值61.618.914.41.7100.015-16.881最小值31.016.310.10.989.4平均值39.218.013.01.195

3、.619.50-19.634标准差5.410.550.840.162.28变异系数0.140.030.060.140.02子样数92929292925最大值47.318.413.81.3897.42-21.881最小值33.817.011.50.9894.0平均值42.617.612.41.2295.34.5-21.634标准差5.190.510.860.151.40变异系数0.120.030.070.120.01子样数444446最大值33.620.016.10.9696.9最小值23.818.613.90.6992.13.70-25.334平均值28.919.214.90.8494.4标准

4、差3.070.470.720.091.68变异系数0.110.020.050.100.02子样数888887未最大值28.119.014.80.8292.5最小值28.119.014.80.8292.5钻平均值28.119.014.80.8292.5标准差0.000.000.000.000.00穿变异系数0.000.000.000.000.00子样数11111稠 度 限 度渗透系数土 的 力 学 指 标比液塑塑性液性垂水直剪强度 重限限指数指数直平内聚力内摩擦角GWLWpIpILKVKHC10-510-5%cm/秒cm/秒(Kpa)(度)2.738.421.516.90.719.013.02.

5、734.420.314.10.517.012.12.736.420.915.50.618.012.60.002.000.601.400.071.000.450.000.050.030.090.130.060.0422222222.744.623.421.20.90.400.0926.023.72.733.219.913.30.10.400.097.08.52.739.021.717.30.40.400.0919.411.20.013.411.042.370.220.000.003.932.800.000.090.050.140.510.000.000.200.25252424242411252

6、52.846.223.922.31.10.170.0925.014.02.734.220.313.90.30.030.0211.08.82.741.222.418.80.80.10.116.010.30.012.600.761.840.170.070.044.091.190.000.060.030.100.220.680.650.260.1229292929292226262.851.425.426.01.4 19.020.12.732.319.712.60.7 5.07.12.740.722.218.50.9 12.710.20.013.681.112.570.13 2.221.790.00

7、0.090.050.140.14 0.170.189291919191 89892.847.424.223.21.214.013.52.733.620.113.50.911.07.42.742.222.719.51.012.810.30.015.421.603.820.091.092.190.000.130.070.200.090.090.2144444442.743.323.020.30.942.020.32.734.320.314.00.116.08.52.738.721.617.10.530.811.50.013.681.122.570.2710.13.820.000.100.050.1

8、50.590.330.33地 基 土 物 理 力 学 性 质 指 标 汇 总 表 表387777882.7 16.020.32.7 16.020.32.716.020.30.000.000.000.000.000.001 11 地下水位0.5压缩压缩基础长度3 基础宽度2.5系数模量基础埋深1a0.1-0.2E0.1-0.2标准值设计值有效重度承载力系数基础形状系数CkkCdd NNqNcqMpa-1Mpa0.74.8 0.667 0.42.70.53.825.7117.939.009.6514.080.362.508.20 1.140.151.050.290.28 220.513.60.13

9、.70.45.227.7116.009.708.629.220.272.507.771.1250.081.860.230.3625250.96.00.32.40.63.422.8014.737.987.938.280.222.507.501.1150.140.840.230.2529291.36.40.31.80.73.218.1714.586.367.858.030.212.507.471.110.170.680.270.2192920.94.70.42.70.73.218.2114.646.387.887.660.212.507.491.1140.180.840.250.26440.410

10、.60.24.40.36.643.9316.4815.388.889.220.292.507.871.130.082.020.280.31土 的 力 学 指 标880.210.60.210.60.210.622.8629.008.0015.629.151.334.1911.381.220.000.000.000.0011c地基承载力fdh地基承载力修正系数rd地基承载力设计值fd1.167 130.431.15150.044.21115.931.18136.97100.901.362.0794.441.20113.3380.601.411.4979.241.2095.0967.301.411.

11、4178.401.2094.0867.001.401.36169.441.17198.88154.701.292.23基础形状系数163.300.88143.2010.17新 老 规 范 的 对 比 水位0.5长度30宽度2.5新 规 范老 规 范fd/f埋深1WdeGC标准值设计值有效重度承载力系数基础形状系数承载力修正承载力承载力系数容许CkkCdd NNqNcqcfdh系数rd设计值fdNcNq承载力f0.97 1.02130.019.114.70.862.718.012.625.7117.939.009.6514.080.362.508.20 1.01 116.821.15134.39

12、4.492.00109.041.23229.119.214.90.82.719.411.227.7116.009.708.629.220.272.507.771.01102.961.18121.664.321.85100.861.21337.518.313.31.12.716.010.322.8014.737.987.938.280.222.507.501.0183.981.20100.784.211.7781.741.23439.218.013.01.12.712.710.218.1714.586.367.858.030.212.507.471.0170.691.2084.824.191.7

13、567.421.26542.617.612.41.222.712.810.318.2114.646.387.887.660.212.507.491.0169.881.2083.864.201.7667.011.25628.919.214.90.842.730.811.543.9316.4815.388.889.220.292.507.871.01149.621.17175.624.361.89151.521.16728.119.014.80.822.716.020.322.8629.008.0015.629.151.334.1911.381.02146.490.88128.465.713.11

14、119.881.07水位 长度 宽度 埋深新 规 范老 规 范fd/f0.532.51.00标准值设计值有效重度承载力系数基础形状系数承载力修正承载力承载力系数容许WdeGCCkkCdd NNqNcqcfdh系数rd设计值fdNcNq承载力f1.0 1.0130.019.114.70.862.718.012.618.0012.556.306.7614.080.152.507.08 1.01 83.361.24103.144.492.00109.040.95229.119.214.90.82.719.411.219.4011.206.796.039.220.112.506.821.0171.58

15、1.2690.134.321.85100.860.89337.518.313.31.12.716.010.315.9610.315.595.558.280.092.506.671.0159.641.2071.574.211.7781.740.88439.218.013.01.12.712.710.212.7210.204.455.498.030.092.506.651.0151.211.2061.454.191.7567.420.91542.617.612.41.222.712.810.312.7510.254.465.527.660.092.506.661.0150.351.2060.424

16、.201.7667.010.90628.919.214.90.842.730.811.530.7511.5410.766.219.220.122.506.881.0199.941.25125.284.361.89151.520.83728.119.014.80.822.716.020.316.0020.305.6010.939.150.492.708.771.0280.431.2096.915.713.11119.880.81竹竹林林培培训训中中心心地地基基承承载载力力新新旧旧规规范范的的比比较较（指指标标转转化化为为峰峰值值之之后后）基基本本资资料料 层层位位1234567 W29.9529

17、.0637.4739.1642.6028.9128.10地地下下水水位位0.5019.0519.1818.3018.0117.6019.1819.00基基础础长长度度3.00d14.6514.8813.3312.9912.3814.9014.80基基础础宽宽度度2.50e0.860.841.061.121.220.840.82基基础础埋埋深深1.00G2.732.732.742.742.742.732.70C18.0019.4015.9612.7212.7530.7516.0012.5511.2010.3110.2010.2511.5420.30新新 规规 范范标标准准值值Ck25.7127.

18、7122.8018.1718.2143.9322.86k17.9316.0014.7314.5814.6416.4829.00设设计计值值Cd9.009.707.986.366.3815.388.00d9.658.627.937.857.888.8815.62有有效效重重度度14.089.228.288.037.669.229.15承承载载力力系系数数N0.360.270.220.210.210.291.33Nq2.502.502.502.502.502.504.19Nc8.207.777.507.477.497.8711.38基基础础形形状状系系数数0.67 q 1.141.121.111.

19、111.111.131.22c1.17 地地基基承承载载力力fdh130.43115.9394.4479.2478.40169.44163.30地地基基承承载载力力修修正正系系数数d1.151.181.201.201.201.170.88地地基基承承载载力力设设计计值值fd150.04136.97113.3395.0994.08198.88143.20旧旧 规规 范范承承载载力力系系数数Nc4.494.324.214.194.204.365.71Nq2.001.851.771.751.761.893.11地地基基土土容容许许承承载载力力f109.04100.8681.7467.4267.01151.52119.88fd/f1.381.361.391.411.401.311.19