The reclaimed soil foundation is consolidated, and its vacuum preloading consolidation process is very complex, so are the boundary and initial conditions.

吹填土地基作为欠固结土，其真空预压加固过程比较复杂，初始条件和边界条件也比较复杂。

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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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The two main concerns in preloading on soft foundation are stability analysis, consolidation analysis, and settlement calculation.

在软基上填筑路堤或进行堆载预压时主要关心的是稳定问题和固结沉降问题。

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