3Goodman R E,Shi G H. Block theory and its application to rock engineering[M].Englewood Cliffs,New Jersey:Prentice-Hall,Inc,1985.338. 被引量:1
4Shi G H,Goodman R E. The key blocks of unrolled joint traces in developed maps of tunnel walls[J].International Journal of Numerical Analytical Methods in Geomechanics,1989,(02):131-158. 被引量:1
5Wang S H,Liu J X,Tang C A. Stability analysis of a large span and low-deep tunnel[J].Journal of Rock Mechanics and Mining Science,2004,(03):870-875. 被引量:1
6S.H. Wang.Enhancing block rock failure understanding through Geosma-3D numerical analysis[A]香港,2009. 被引量:1
7Wang Shuhong;Zhang Yabing.Numerical modeling and its assessment of excavation damaged zone around the underground excavations-a case study[A]黑龙江哈尔滨,2006. 被引量:1
8Wang S.H;Tang C.A;Zhu W.C;et ac.Modeling of mixed-crack propagation and coalscence in rock[A]辽宁沈阳. 被引量:1
9Wang S H,Lee C I,Ranjith P G. Modeling the effects of heterogeneity and anisotropy on the excavation damaged / disturbed zone (EDZ)[J].Rock Mechanics and Rock Engineering,2009,(02):229-258.doi:10.1007/s00603-009-0177-3. 被引量:1