软土地基堆载极限高度的计算分析

Calculation and Analysis of Maximum Height of Loading on Soft Clay Ground

对软土地基堆载极限高度进行了塑性极限分析 ,得出了计算公式。分析了公式中各项的物理意义并结合工程实例对新公式与原有公式进行了对比。

This paper deduces the new maximum height formula of loading on soft clay ground by the method of plasticity limit analysis. The physical meaning of every item of the new formula was analyzed. The new formula and the old formula were contrasted with the engineering example.