Herein an effective stress analysis method using a multiple shear plasticity model and a concept of liquefaction front was used to investigate the static and dynamic.
本文应用基于多重剪切塑性本构模型和液化状态面的有效应力分析方法，探索了液化场地微型斜桩的抗震性状和桩土动力相互作用机制。
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。
Bearing capacity analysis based on the upper bound theorem of plasticity could be numerically performed by element integration method.
基于塑性力学上限定理的地基承载力分析，在数值上可以通过单元集成法来实现。
应用推荐