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Failure behavior around a circular opening in a rock mass with non-persistent joints:A parallel-bond stress corrosion approach被引量：3
《Journal of Central South University》2017年第10期2406-2420,共15页YANG Xu-xu JING Hong-wen CHEN Kun-fu YANG Sheng-qi 
Project(2013CB036003)supported by the National Basic Research Program of China;Projects(51374198,51134001,51404255)supported by the National Natural Science Foundation of China;Project(BK20150005)supported by the Natural Science Foundation of Jiangsu Province for Distinguished Youth Scholar,China
The stability of underground excavations is influenced by discontinuities interspaced in surrounding rock masses as well as the stress condition. In this work, a numerical study was undertaken on the failure behavior ...
关键词：failure behavior circular OPENING non-persistent joint PFC software PACKAGE stress corrosion 
Numerical simulations of failure behavior around a circular opening in a non-persistently jointed rock mass under biaxial compression被引量：7
《International Journal of Mining Science and Technology》2016年第4期729-738,共10页Yang Xuxu Jing Hongwen Chen Kunfu 
supported by the National Basic Research Program of China (No.2013CB036003);the Graduate Research and Innovation Program of Jiangsu Province (No.CXLX13_943)
Pre-existing discontinuities change the mechanical properties of rock masses,and further influence failure behavior around an underground opening.In present study,the failure behavior in both Inner and Outer zones aro...
关键词：Underground opening Failure behavior Non-persistent joints Rock mass PFC^3D 
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