The foundation of Limit Equilibrium Method is based on Mohr-Coulomb strength criterion.
极限平衡方法是建立在摩尔—库仑强度准则基础之上的。
The elasticity modulus in Mohr-Coulomb model was modified by employing the processing method of tangential modulus in Duncan-Chang nonlinear model.
借助于邓肯-张非线性弹性模型对切线模量的处理方法，对M-C模型中的弹性模量进行了修正。
A linear Mohr-Coulomb failure criterion is used for the traditional method of calculating earth pressure.
对于土压力传统的计算方法采用的多是线性摩尔-库仑破坏准则。
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