25年CH城市地下空间工程-沧州市星河中学宿舍楼基坑支护设计及地基处理设计-附录图表.pdf

河北地质大学本科生毕业设计河北地质大学本科生毕业设计附表1.A点沉降量计算层号厚 度（m）EsζEsZ1（M）Z2（M）ziαi-zi−1αi−1Ai/EsiSI(mm)42.010.513.340.02.00.4980.03732.1150.97.08.892.02.90.2130.02401.3662.111.013.972.95.00.4790.03431.9471.97.59.535.06.90.3630.03802.1580.611.013.976.97.50.0980.00700.3983.311.011.07.510.80.4020.03652.0693.08.58.510.813.80.2110.02481.40106.09.09.013.819.80.1160.01280.73111.212.012.019.821.00.0680.00570.32111.012.012.021.022.00.0580.00480.27𝐸�𝑠=11.17𝜳𝒔=0.54∑s=12.730.27≤0.025×12.73=0.318mm...