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。
A linear Mohr-Coulomb failure criterion is used for the traditional method of calculating earth pressure.
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.
试验结果表明，MSW试样的直剪破坏仍遵循摩尔-库仑破坏准则。
Experimental data show that MSW's shear failure still satisfies the Mohr-Coulomb criterion.
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