So the elastic - plasticity model is more compatible to slope stability analysis by FEM with shear strength reduction.
因此，弹塑性模型更适合于强度折减有限元法分析土坡稳定性。
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。
A rational strength criterion of such a problem can be found only by a shakedown analysis on the theory of plasticity.
只有运用塑性理论的安定性分析才能找到合理的强度判据。
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