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。
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。
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。
According to classical consolidation theories, an analysis model of settlement data has been built under conditions of multi-stage preloading.
结合经典固结理论，建立了分级加载条件下沉降数据分析模型。
In Vacuum preloading process, the consolidation settlement rules of reclamation silt foundation are different from that of the general soft soil.
真空预压过程中吹填淤泥地基的固结沉降规律与一般软土有重要的差别。
Surcharge preloading combined with vacuum preloading is an effective method for soft soil consolidation.
真空堆载联合预压法是地基处理有效方法之一。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
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