地基土最终沉降量计算表

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1、地基土最终沉降量计算表镇平石佛寺镇榆树庄新农村建设新村孔号：1#附加应力：106.2附表：Zi(m)L=46.8m,b=12.2m,L/b=3.84Esi(MPa)Δziāi/EsiP0/EsiΔS′iS′Zi/bāiZiāiZiāi-Zi-1āi-13.600.300.24940.89770.89778.500.105612.494111.2211.228.000.660.24441.95521.057511.880.08908.93949.4520.6712.100.990.23542.84890.893713.8

2、00.06487.69576.8827.5519.001.560.21624.10871.259818.880.06675.62507.0934.6320.001.640.21344.26760.158918.880.00845.62500.8935.53备注当验算至基底20m时，满足ΔSn≤0.025∑ΔSiEs=12.76MPa;Ψ=0.480S=17.05地基土最终沉降量计算表镇平石佛寺镇榆树庄新农村建设新村孔号：7附加应力：106.2附表：Zi(m)L=46.8m,b=12.2m,L/b=3.84Esi(MPa

3、)Δziāi/EsiP0/EsiΔS′iS′Zi/bāiZiāiZiāi-Zi-1āi-10.800.070.25000.20000.20005.500.036419.30913.863.863.600.300.24940.89770.69778.500.082112.49418.7212.587.900.650.24461.93211.034411.880.08718.93949.2521.8312.601.030.23422.95051.018313.800.07387.69577.8429.6619.001.56

4、0.21624.10871.158218.880.06135.62506.5136.1820.001.640.21344.26760.158918.880.00845.62500.8937.07备注当验算至基底20m时，满足ΔSn≤0.025∑ΔS′iEs=12.53MPa;Ψ=0.560S=20.76地基土最终沉降量计算表镇平石佛寺镇榆树庄新农村建设新村孔号：3附加应力：106.2附表：Zi(m)L=46.8m,b=12.2m,L/b=3.84Esi(MPa)Δziāi/EsiP0/EsiΔS′iS′Zi/bāiZi

5、āiZiāi-Zi-1āi-11.300.110.25000.32500.32505.500.059119.30916.276.274.200.340.24901.04580.72098.500.084812.49419.0115.288.200.670.24402.00120.955411.880.08048.93948.5423.8212.801.050.23362.99060.989413.800.07177.69577.6131.4419.001.560.21624.10871.118018.880.05925

6、.62506.2937.7320.001.640.21344.26760.158918.880.00845.62500.8938.62备注当验算至基底20m时，满足ΔSn≤0.025∑ΔS′iEs=12.01MPa;Ψ=0.590S=22.79地基土最终沉降量计算表镇平石佛寺镇榆树庄新农村建设新村孔号：9附加应力：106.2附表：Zi(m)L=46.8m,b=12.2m,L/b=3.84Esi(MPa)Δziāi/EsiP0/EsiΔS′iS′Zi/bāiZiāiZiāi-Zi-1āi-11.500.120.25000

7、.37490.37495.500.068219.30917.247.244.300.350.24891.07040.69558.500.081812.49418.6915.938.500.700.24352.06970.999311.880.08418.93948.9324.8612.701.040.23392.97060.900913.800.06537.69576.9331.8019.001.560.21624.10871.138118.880.06035.62506.4038.2020.001.640.21344

8、.26760.158918.880.00845.62500.8939.09备注当验算至基底20m时，满足ΔSn≤0.025∑ΔS′iEs=11.87MPa;Ψ=0.600S=23.45地基土最终沉降量计算表镇平石佛寺镇榆树庄新农村建设新村孔号：2#附加应力：106.2附表：Zi(m)L1=L2=23.4m,b=12.2m,L1/b