矩形基础沉降原始数据

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1、矩形基础沉降原始数据工程名称:荷载编号基底自重应力(KPa)基底附加应力(KPa)左下角x座标(m)左下角y座标(m)右上角x座标(m)右上角y座标(m)基础底面标高z(m)1123.50336.500.0000.00052.60019.80058.000计算点号1计算点座标X=0.000mY=0.000m层号层底深度(m)重度KN/m^3压缩模量ES(MPa)备注41.0918.7047.430.00054.9918.0057.140.000611.3918.0045.990.000713.8918.0060.000.000816.5918.0057.430.

2、000917.0018.0060.000.000918.6918.0030.000.0001027.7918.0045.000.0001133.1918.0015.700.000计算点号2计算点座标X=52.600mY=0.000m层号层底深度(m)重度KN/m^3压缩模量ES(MPa)备注42.1318.7047.430.00055.2318.0057.140.000610.6318.0045.990.000713.0318.0060.000.000814.3318.0057.430.000917.0018.0060.000.000919.1318.0030.

3、000.0001028.3318.0045.000.0001132.8318.0015.700.000计算点号3计算点座标X=52.600mY=19.800m层号层底深度(m)重度KN/m^3压缩模量ES(MPa)备注41.7118.7047.430.00055.1118.0057.140.000610.2118.0045.990.000713.1118.0060.000.000814.5118.0057.430.000917.0018.0060.000.000918.9118.0030.000.0001028.0118.0045.000.0001132.811

4、8.0015.700.000计算点号4计算点座标X=26.300mY=9.900m层号层底深度(m)重度KN/m^3压缩模量ES(MPa)备注41.1018.7047.430.00055.0018.0057.140.00069.1018.0045.990.000714.1018.0060.000.000815.3018.0057.430.000917.0018.0060.000.000917.3018.0030.000.0001028.1018.0045.000.0001133.3018.0015.700.000计算点号5计算点座标X=0.000mY=19.80

5、0m层号层底深度(m)重度KN/m^3压缩模量ES(MPa)备注42.5218.7047.430.00055.3218.0057.140.00069.7218.0045.990.000713.7218.0060.000.000815.2218.0057.430.000917.0018.0060.000.000918.7218.0030.000.0001027.8218.0045.000.0001232.6218.0015.700.000矩形基础沉降计算结果沉降计算按建筑地基基础设计规范GB50007-2002计算计算点编号:1计算点座标x=0my=0m压缩层厚度

6、Zn=33.19mS(1)=1.94mmS(2)=5.73mmS(3)=11.38mmS(4)=3.24mmS(5)=3.51mmS(6)=0.49mmS(7)=4.00mmS(8)=12.81mmS(9)=18.45mmS'=61.55mm加权ES=38.25MPaΨS=-0.53S=-32.62mm计算点编号:2计算点座标x=52.6my=0m压缩层厚度Zn=32.83mS(1)=3.78mmS(2)=4.55mmS(3)=9.63mmS(4)=3.15mmS(5)=1.73mmS(6)=3.29mmS(7)=5.02mmS(8)=12.81mmS(9)=1

7、5.34mmS'=59.30mm加权ES=39.39MPaΨS=-0.58S=-34.14mm计算点编号:3计算点座标x=52.6my=19.8m压缩层厚度Zn=32.81mS(1)=3.04mmS(2)=4.99mmS(3)=9.12mmS(4)=3.81mmS(5)=1.86mmS(6)=3.06mmS(7)=4.51mmS(8)=12.75mmS(9)=16.42mmS'=59.57mm加权ES=39.20MPaΨS=-0.57S=-33.83mm计算点编号:4计算点座标x=26.3my=9.9m压缩层厚度Zn=26.00mS(1)=7.83mmS(2)=

8、22.62mmS(3)=