压缩计算

孔号Pb2020ηE0il/bZ2Z/bδi0.170000.240000.420000.040000.150000.210000.060000.140000.210000.290000.380000.520000.090000.230000.320000.042500000.060000000.105000000.010000000.037500000.052500000.015000000.035000000.052500000.072500000.095000000.130000000.022500000.057500000.08000000（δi-δi-1）E0i∑S倾斜值ZK1300200.952020200.952020202020200.95202034.0048.0034.001448142434243448343448343.21.702.404.200.41.52.10.61.42.12.93.85.20.92.30.0012500.0012500.0030880.0007140.0007810.0037500.0006250.0010290.0021880.0021320.0019790.0038240.0006620.0011980.0023530.00421324.0120.0004840.01177767.130.00524629.900-0.0029820.00558831.853ZK23003.2ZK103003.2ZK11程无地下室部分300200.953.23.2 天安 沉降计算（公式S=Pbη∑[（δi-δi-1）/E0i]孔号Pb4444ZK3687.544444ZK25687.54440.90.9344824483448341ηE0il/bZ1.382.483.48411.82.640.71.42.540.250.900001.300002.000000.350000.700001.250002.000000.125000.225000000.325000000.500000000.08750.1750.31250.50.031250.0066180.0067710.0208330.0018230.0051470.0065100.0147060.0013020.02818669.762Z/b0.690001.240001.740002.00000δi0.172500000.310000000.435000000.50000000（δi-δi-1）E0i∑S倾斜值24.0048.0024.0048.000.0000000.0064580.0181250.0104170.03500086.625ZK11687.50.910.03422284.6990.00142624444ZK33687.540.9482448341.352.753.45140.675001.375001.725002.000000.168750.343750.431250.50.0035160.0143230.0089840.0147060.042831106.006-0.001752