附表-3控制（m ～m）湿陷系数（δ s）分级湿陷量（mm）湿陷量的计算值（mm）自重湿陷系数（δ zs）分级自重湿陷量（mm）计算自重湿陷量（mm）1-2-12.01.502.5010001.50.03958.50.02178.81-2-23.02.503.5010001.50.04872.00.03451.01-2-34.03.504.5010001.50.06090.00.04466.01-2-45.04.505.409001.50.02939.22600.02229.7225自重 Ⅱ5.41-4-22.01.502.5010001.50.05278.00.032120.01-4-33.02.503.5010001.50.04466.00.03654.01-4-44.03.504.5010001.50.04060.00.03045.01-4-55.04.505.5010001.50.03552.50.02943.51-4-66.05.506.5010001.50.03045.00.02740.51-4-77.06.507.7012001.00.02833.63350.02239.6343自重 Ⅱ5.41-6-22.01.502.5010001.50.03755.50.02386.31-6-33.02.503.5010001.50.06394.50.03451.01-6-44.03.504.5010001.50.06191.50.04872.01-6-55.04.505.7512501.50.03769.40.02852.51-6-66.55.756.507501.50.01921.40.01516.96.507.257501.00.01914.30.01516.91-6-78.07.258.7014501.00.01724.73710.01532.6328自重 Ⅱ8.71-8-11.51.502.005001.50.13097.51.50.03399.01-8-22.52.003.0010001.50.097145.50.04770.51-8-33.53.004.0010001.50.06496.00.05278.01-8-44.54.005.0010001.50.03146.50.02842.0场地湿陷类型地基湿陷等级湿陷土层深度（m）湿陷量的计算值Δ s修正系数β 0自重湿陷量的计算值Δ zs场地湿陷类型地基湿陷等级评级表工程名称及编号：化隆县群科新区怡景家苑住宅小区(高层建筑)井号取土深度（m）计算厚度（mm）修正系数β湿陷性指标及评级第1页共20页附表-3控制（m ～m）湿陷系数（δ s）分级湿陷量（mm）湿陷量的计算值（mm）自重湿陷系数（δ zs）分级自重湿陷量（mm）计算自重湿陷量（mm）场地湿陷类型地基湿陷等级湿陷土层深度（m）湿陷量的计算值Δ s修正系数β 0自重湿陷量的计算值Δ zs场地湿陷类型地基湿陷等级评级表工程名称及编号：化隆县群科新区怡景家苑住宅小区(高层建筑)井号取土深度（m）计算厚度（mm）修正系数β湿陷性指标及评级1-8-55.55.006.2512501.50.02852.50.02139.41-8-67.06.256.502501.50.03212.00.02710.16.507.7512501.00.03240.00.02750.61-8-78.57.759.6018501.00.02953.75440.02569.4459自重 Ⅱ9.62-2-22.01.502.5010001.50.06496.00.036135.02-2-33.02.503.5010001.50.071106.50.04872.02-2-44.03.504.5010001.50.03451.00.02943.52-2-55.04.506.1016001.50.042100.83...
