本文还对体胞单元进行了有限元计算，并应用莫尔——库仑破碎准则对计算结果进行分析。
RVE is calculated with the finite element method and the Mohr-Coulomb damage rules are employed to analyse the calculation result.
根据应变等效假设可得到基于莫尔—库仑准则的损伤本构方程。
Under the assumption of equivalent strain principle, a damage constitutive model is established based on Mohr-Coulomb criterion.
根据莫尔-库仑破坏准则得出了桩端的破坏面形状以及极限端阻力。
Failure surface shape of pile tip and ultimate tip resistance was obtained according to Mohr-Column failure criteria.
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