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OALib Journal期刊
ISSN: 2333-9721
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NEW STRENGTH CRITERION FOR ROCK WITH SHEAR FAILURE MODE
剪切破坏模式下岩石的强度准则

Keywords: strength criterion,shear failure mode,localized deformation and failure,constitutive modeling,size effect
强度准则
,剪切破坏模式,本构模拟,尺寸效应,岩石工程

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Abstract:

Based on the observation and modeling of localized deformation and failure for rock with the shear failure mode, a new strength criterion is proposed. This criterion takes the characteristics of the non-homogeneous and localized failure of rock into account. It accounts for the size effect of rock in the shear failure mode.

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