High fill embankment foundation settlement calculations, without considering the construction process, the calculated results with field test results there is a big difference.
对高填方路堤地基的沉降计算，若不考虑施工过程，其计算结果与现场实测结果就存在很大的差别。
A reasonable method to modify the calculated settlement of soft clayey foundation in superload and vacuum preloading consolidation is analyzed and discussed in this paper.
对堆载预压和真空预压加固中软土地基固结沉降计算值的合理修正方法作了分析和探讨。
This study calculated the statistical moments of settlement for shallow foundation by using second-order perturbation stochastic finite element method.
笔者探讨了这一方法，考虑土性分布参数和荷载变异性，用二阶摄动随机有限元法进行了浅地基沉降的概率分析。
For pile group, the settlement can been calculated by layer and summation mouth by pile group is considered body foundation, but have not given the limits value.
对于群桩，将群桩视为实体基础，按分层总和法计算，但未给出相应的限值。
According to the national codes, the settlement of the rigid pile combination foundation can be calculated by the method of the sum layered settlement.
刚性桩复合地基沉降计算应按现行国家标准，可采用分层总和法进行沉降计算。
And the foundation settlement is calculated by soil compression modulus, using layer dividing summation method.
地基的沉降变形依据不同地基土的压缩模量，采用分层总和法来确定。
Based on the deformation modulus from the in-situ plate loading test, the settlement of each point on the raft foundation was calculated using spring model with concentrating force.
根据原位压板试验确定的强度和变形参数计算筏板基础下地基的承载力，并采用集中力弹簧模型计算筏板各点的沉降。
Based on the deformation modulus from the in-situ plate loading test, the settlement of each point on the raft foundation was calculated using spring model with concentrating force.
根据原位压板试验确定的强度和变形参数计算筏板基础下地基的承载力，并采用集中力弹簧模型计算筏板各点的沉降。
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