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《Chinese Journal of Rock Mechanics and Engineering》 2004-13
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NONLINEAR UNIFIED STRENGTH THEORY OF ROCK UNDER HIGH STRESS STATE

Zan Yuewen1,Yu Maohong1,Zhao Jian2,Mitsutoshi Yoshimine1,3 (1School of Civil Engineering and Mechanics,Xian Jiaotong University, Xian 710049 China) (2 School of Civil and Structural Engineering,Nanyang Technological University, 639798 Singapore) (3 Tokyo Metropolitan University, Tokyo 192-0397 Japan)  
The Hoek-Brown failure criterion and the generalized Hoek-Brown failure criterion are widely used in rock engineering. But the criteria need improvements as they do not consider the effect of the intermediate principal stress. A couple of twin shear stress models are presented to take account of the twin shear stresses by Yu Maohong,two normal stresses and two or one smaller principal stress. Based on these models,the unified strength theory by Yu Maohong,the nonlinear unified strength criteria and generalized nonlinear unified strength criteria proposed by Zan Yuewen,Yu Maohong and Wang Sijing can be established. Meanwhile the Hoek-Brown failure criterion is one special case of them. Rocks failure mode transfers from brittle failure to ductile failure when its stress state develops from low level to high level. The proposed criteria are of clear physical concept and wide prospect of application
【CateGory Index】: TU458.3
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