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。
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