Deterioration elasto-plastic analysis of cracked surrounding rocks based on unified strength theory

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Zhang, Qiang [1 ]
Wang, Hong-Ying [1 ]
Wang, Shui-Lin [1 ]
Ge, Xiu-Run [1 ]
Shao, Gang [2 ]
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[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
[2] State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Architecture and Civil Engineering, China University of Mining and Technology, Xuzhou 221008, China
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页码:381 / 386
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