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

Reply to Discussion on “A generalized three-dimensional failure criterion for rock masses”
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摘要 General:Jaiswal and Shrivastva(2012)proposed the mathematical formulations,i.e.the J–S criterion for converting generalized H-B failure criterion into 3D smooth convex failure criterion at deviatoric plane.The J–S strength criterion is in two versions:uniform and variable extension ratio.It has been observed from the analysis that at uniform extension ratio,the required strength parameters are only UCS and m(other parameters such as Ls,a,b and c are related with m).In the case of variable extension ratio,extra parameter f is required along with UCS and m.Thus,it has minimal strength parameters compared to You strength criterion.Furthermore,You strength criterion does not obey the smooth convex condition at deviatoric plane. General:Jaiswal and Shrivastva(2012)proposed the mathematical formulations,i.e.the J–S criterion for converting generalized H-B failure criterion into 3D smooth convex failure criterion at deviatoric plane.The J–S strength criterion is in two versions:uniform and variable extension ratio.It has been observed from the analysis that at uniform extension ratio,the required strength parameters are only UCS and m(other parameters such as Ls,a,b and c are related with m).In the case of variable extension ratio,extra parameter f is required along with UCS and m.Thus,it has minimal strength parameters compared to You strength criterion.Furthermore,You strength criterion does not obey the smooth convex condition at deviatoric plane.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第5期417-418,共2页 岩石力学与岩土工程学报(英文版)
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  • 1Jaiswal A,Shrivastva B. A generalized three-dimensional failure criterion for rock masses[J].Journal of Rock Mechanics and Geotechnical Engineering,2012,(04):333-343.doi:10.3724/SP.J.1235.2012.00333.

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