The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
通过常规方法计算方法，研究软土路基的沉降量、平均固结度及稳定性。
The settlement of a soft soil foundation often manifests as complicated features at time sequence due to the influence of many factors.
软土地基沉降受众多因素的影响，在时序上表现出复杂的非线性特征。
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。
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