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Discussion on “A generalized three-dimensional failure criterion for rock masses”

Discussion on “A generalized three-dimensional failure criterion for rock masses”
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摘要 There are many methods to construct true triaxial strength criteria for rocks.Jaiswal and Shrivastva(2012)proposed a strength criterion,named J–S criterion,in the deviatoric plane,which provides nearly the same misfts for true triaxial test data as the exponential criterion.It is diffcult to calculate the strength at given2and3using the J–S criterion,and the multiple solutions to the nonlinear equation may induce confusion and mistake.Strength envelopes in deviatoric planes are not geometric similar;therefore,true triaxial test data cannot be grouped in the mean stress to check strength criteria in the deviatoric plane. There are many methods to construct true triaxial strength criteria for rocks.Jaiswal and Shrivastva(2012)proposed a strength criterion,named J–S criterion,in the deviatoric plane,which provides nearly the same misfts for true triaxial test data as the exponential criterion.It is diffcult to calculate the strength at given2and3using the J–S criterion,and the multiple solutions to the nonlinear equation may induce confusion and mistake.Strength envelopes in deviatoric planes are not geometric similar;therefore,true triaxial test data cannot be grouped in the mean stress to check strength criteria in the deviatoric plane.
作者 Mingqing You
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第5期412-416,共5页 岩石力学与岩土工程学报(英文版)
关键词 True triaxial strength criterion Deviatoric plane Exponential criterion Compression and extension strengths True triaxial strength criterion Deviatoric plane Exponential criterion Compression and extension strengths
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