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岩石力学与工程学报 2001
NEW STRENGTH CRITERION FOR ROCK WITH SHEAR FAILURE MODE
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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.