【精品】9#楼东侧矩形基础沉降原始数据.doc

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1、9#楼东侧矩形革础沉降原始数据丁•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)169.31322.400.0000.00023.50012.20044.240269.31322.4023.5004.50066.05017.00044.240计算点号1计算点座标X=0.000mY=O.OO()m层号度深11)底(O-层度E重N/备注2705^^19&332.90007.4405.O76.11649.258.5000&53•

2、11rv&5.265.009.0020.07-rv911Av20.0计算点号2计算点座标X=23.500mY=0.000m层号度mA重KN/备注2463.15.201198.33683.007.4655.76.11649258.5000&0060.0565•118.5.26665.009.0020.07065.2920.0计算点号3计算点座标X=23.500mY=12.200m层号z(度mA重KN/备注202•415.201198.34285.6.649.25o58.008.526•1100&005.26226.ex9110

3、020.07224.4920.0计算点号4计算点座标X=0.000mY=12.200m层号层底深度(m)重度KN/mA3压缩模量ES(MPa)备注22.9715.2038.914.50045.2716.7029.644.50058.5018.0060.004.500510.6718.0025.004.500615.6719.0020.004.500724.9719.0020.004.500层号层底深度(m)重度KN/mA3压缩模量ES(MPa)备注23.4615.2056.824.50033.8617.0045.004.500

4、45.5616.7037.924.50058.5018.0060.004.500510.5618.0025.004.500615.6619.0020.004.500725.0619.0020.004.500计算点号5计算点座标X=11.750m9#楼东侧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：S1(钻孔11)压缩层厚度Zn=24.90mS(1)=5.59mmS(2)=0.36mmS(3)=6.69mmS(4)=3.92mmS(5)=5.15mmS(6)=16.40mmS(7)=

5、23.92mmS=62.03mm加权ES=25.83MPa屮S=0.20S=12.41mm计算点编号:S2(钻孔12)压缩层厚度Zn=25.06mS(1)=7.38mmS(2)=0.79mmS(3)=5.39mmS(4)=4.96mmS(5)=8.58mmS(6)=25.61mmS(7)=39.42mmS'=92」3mm加权ES=24.91MPa屮S=0.20S=18.43mm计算点编号：S3(钻孔8)压缩层厚度Zn=24.42mS(1)=24.51mmS(2)=13.27mmS(3)=8.80mmS(4)=14.82mmS(

6、5)=40.42mmS(6)=42.90mmS=144.73mm计算点座标x=Om计算点座标x=23.5m计算点座标x=23.5my=Omy=Omy=12.2m加权ES=27.03MPaWS=0.20S=28.95mm计算点编号:S4(钻孔7)压缩层厚度Zn=24.97mS(1)=6.14mmS(2)=6.16mmS(3)=4.10mmS(4)=6.20mmS(5)=16.02mmS(6)=23.64mmS=62.27mm加权ES=25.95MPa屮S=0.20S=12.45mm计算点编号：S5(钻孔12)压缩层厚度Zn=25

7、.06mS(1)=19.32mmS(2)=2.68mmS(3)=12.75mmS(4)=11.92mmS(5)=16.57mmS(6)=39.49mmS(7)=46.29mmS=149.02mm加权ES=30.51MPa屮S=0.20S=29.80mm计算点座标x=0m计算点座标x=11.75my=12.2my=6」mY=4.500m9#楼西侧矩形基础沉降原始数据工程名称：尚城.雅居生活小区二期9#住宅楼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)

8、基础底面标高z(m)169.31322.400.0000.00023.50012.20044.240269.31322.4023.5004.50066.05017.00044.240计算点号1计算点廉标X=23.500mY=4.500m层号度mA重KN/备注2463.15.2