沉降计算书新

9#楼东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#住宅楼荷载基底自重基底附加左下角左下角右上角右上角基础应力应力x座标y座标x座标y座标底面编号(KPa)(KPa)(m)(m)(m)(m)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=0.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注22.7015.2038.914.50032.9017.0045.004.50045.4016.7029.644.50058.5018.0060.004.500510.3018.0025.004.500615.4019.0020.004.500724.9019.0020.004.500计算点号2计算点座标X=23.500mY=0.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.4615.2038.914.50033.8617.0045.004.50045.5616.7029.644.50058.5018.0060.004.500510.5618.0025.004.500615.6619.0020.004.500725.0619.0020.004.500计算点号3计算点座标X=23.500mY=12.200m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注24.0215.2038.914.50045.8216.7029.644.50058.5018.0060.004.500510.6218.0025.004.500616.2219.0020.004.500724.4219.0020.004.500计算点号4计算点座标X=0.000mY=12.200m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)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计算点号5计算点座标X=11.750mY=6.100m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.4615.2056.824.50033.8617.0045.004.50045.5616.7037.924.50058.5018.0060.004.500510.5618.0025.004.500615.6619.0020.004.500725.0619.0020.004.5009#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）计算点座标x=0my=0m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)=23.92mmS'=62.03mm加权ES=25.83MPaΨS=0.20S=12.41mm计算点编号:S2（钻孔12）计算点座标x=23.5my=0m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'=92.13mm加权ES=24.91MPaΨS=0.20S=18.43mm计算点编号:S3（钻孔8）计算点座标x=23.5my=12.2m压缩层厚度Zn=24.42mS(1)=24.51mmS(2)=13.27mmS(3)=8.80mmS(4)=14.82mmS(5)=40.42mmS(6)=42.90mmS'=144.73mm加权ES=27.03MPaΨS=0.20S=28.95mm计算点编号:S4（钻孔7）计算点座标x=0my=12.2m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=25.95MPaΨS=0.20S=12.45mm计算点编号:S5（钻孔12）计算点座标x=11.75my=6.1m压缩层厚度Zn=25.06mS(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=30.51MPaΨS=0.20S=29.80mm9#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#住宅楼荷载基底自重基底附加左下角左下角右上角右上角基础应力应力x座标y座标x座标y座标底面编号(KPa)(KPa)(m)(m)(m)(m)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=23.500mY=4.500m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.4615.2056.824.50033.8617.0045.004.50045.5616.7037.924.50058.5018.0060.004.500510.5618.0025.004.500615.6619.0020.004.500725.0619.0020.004.500计算点号2计算点座标X=66.050mY=4.500m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.9415.2038.914.50045.8416.7029.644.50058.5018.0060.004.500510.3418.0025.004.500616.3419.0020.004.500725.2419.0020.004.500计算点号3计算点座标X=66.050mY=17.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.8315.2038.914.50045.7316.7029.644.50058.5018.0060.004.500510.2318.0025.004.500616.1319.0020.004.500725.4319.0020.004.500计算点号4计算点座标X=23.500mY=17.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注24.0215.2038.914.50045.8216.7029.644.50058.5018.0060.004.500510.6218.0025.004.500616.2219.0020.004.500724.4219.0020.004.500计算点号5计算点座标X=44.330mY=10.750m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.3715.2056.824.50045.3716.7037.924.50058.5018.0060.004.500510.4718.0025.004.500615.9719.0020.004.500725.1719.0020.004.5009#楼西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:S6（钻孔12）计算点座标x=23.5my=4.5m压缩层厚度Zn=25.06mS(1)=14.51mmS(2)=2.03mmS(3)=9.81mmS(4)=9.63mmS(5)=14.28mmS(6)=37.01mmS(7)=48.83mmS'=136.10mm加权ES=28.94MPaΨS=0.20S=27.22mm计算点编号:S7（钻孔14）计算点座标x=66.05my=4.5m压缩层厚度Zn=25.24mS(1)=8.14mmS(2)=5.05mmS(3)=3.37mmS(4)=5.31mmS(5)=19.26mmS(6)=22.46mmS'=63.59mm加权ES=25.72MPaΨS=0.20S=12.72mm计算点编号:S8（钻孔10）计算点座标x=66.05my=17m压缩层厚度Zn=25.43mS(1)=7.91mmS(2)=5.06mmS(3)=3.51mmS(4)=5.00mmS(5)=19.03mmS(6)=23.46mmS'=63.97mm加权ES=25.69MPaΨS=0.20S=12.79mm计算点编号:S9（钻孔8）计算点座标x=23.5my=17m压缩层厚度Zn=24.42mS(1)=8.62mmS(2)=5.66mmS(3)=4.46mmS(4)=8.70mmS(5)=27.71mmS(6)=34.39mmS'=89.54mm加权ES=24.91MPaΨS=0.20S=17.91mm计算点编号:S10（钻孔13）计算点座标x=44.33my=10.75m压缩层厚度Zn=25.17mS(1)=18.86mmS(2)=15.45mmS(3)=13.15mmS(4)=16.75mmS(5)=46.14mmS(6)=51.42mmS'=161.77mm加权ES=29.77MPaΨS=0.20S=32.54mm9#楼沉降计算点示意图10楼矩形基础沉降原始数据工程名称:尚城.雅居生活小区二期10#住宅楼荷载基底自重基底附加左下角左下角右上角右上角基础应力应力x座标y座标x座标y座标底面编号(KPa)(KPa)(m)(m)(m)(m)标高z(m)162.93322.400.0000.00055.60012.20044.420计算点号1计算点座标X=0.000mY=0.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注21.6115.2038.910.00032.1117.0045.000.00045.9116.7029.640.00058.5018.0060.000.000511.7118.0025.000.000616.1119.0020.000.000725.6119.0020.000.000计算点号2计算点座标X=55.600mY=0.000m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.7315.2038.910.00034.1317.0045.000.00046.7316.7029.640.00058.5018.0060.000.000511.8318.0025.000.000616.7319.0020.000.000725.9319.0020.000.000计算点号3计算点座标X=55.600mY=12.200m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.0215.2038.910.00034.2217.0045.000.00046.5216.7029.640.00058.5018.0060.000.000511.8218.0025.000.000617.3219.0020.000.000726.0219.0020.000.000计算点号4计算点座标X=0.000mY=12.200m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注21.5415.2038.910.00031.9417.0045.000.00046.0416.7029.640.00058.5018.0060.000.000511.3418.0025.000.000617.0419.0020.000.000725.7419.0020.000.000计算点号5计算点座标X=27.800mY=6.100m层层底深度重度压缩模量备号(m)KN/m^3ES(MPa)注23.6215.2056.820.00033.9217.0045.000.00046.2216.7037.920.00058.5018.0060.000.000511.9218.0025.000.000617.4219.0020.000.000725.9219.0020.000.00010#楼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（钻孔4）计算点座标x=0my=0m压缩层厚度Zn=25.61mS(1)=3.33mmS(2)=0.89mmS(3)=10.17mmS(4)=3.26mmS(5)=9.02mmS(6)=13.70mmS(7)=23.48mmS'=63.87mm加权ES=25.62MPaΨS=0.20S=12.77mm计算点编号:2（钻孔6）计算点座标x=55.6my=0m压缩层厚度Zn=25.93mS(1)=7.70mmS(2)=0.71mmS(3)=6.85mmS(4)=2.21mmS(5)=9.34mmS(6)=15.08mmS(7)=22.38mmS'=64.27mm加权ES=25.67MPaΨS=0.20S=12.85mm计算点编号:3（钻孔3）计算点座标x=55.6my=12.2m压缩层厚度Zn=26.02mS(1)=6.25mmS(2)=2.13mmS(3)=6.07mmS(4)=2.48mmS(5)=9.31mmS(6)=16.76mmS(7)=20.92mmS'=63.91mm加权ES=25.88MPaΨS=0.20S=12.78mm计算点编号:4（钻孔1）计算点座标x=0my=12.2m压缩层厚度Zn=25.74mS(1)=3.19mmS(2)=0.72mmS(3)=10.97mmS(4)=3.10mmS(5)=8.02mmS(6)=17.59mmS(7)=21.11mmS'=64.70mm加权ES=25.38MPaΨS=0.20S=12.94mm计算点编号:（钻孔2）计算点座标x=27.8my=6.1m压缩层厚度Zn=25.92mS(1)=20.18mmS(2)=2.00mmS(3)=17.01mmS(4)=9.21mmS(5)=27.38mmS(6)=41.64mmS(7)=44.15mmS'=161.59mm加权ES=29.92MPaΨS=0.20S=32.32mm