This paper deduces the new maximum height formula of loading on soft clay ground by the method of plasticity limit analysis.
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。
Limit analysis takes advantage of the lower-and upper-bound theorems of plasticity theory to provide bounds on the true solution of a stability.
极限分析理论采用塑性上、下限定理为稳定性的真解提供了限界。
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