Numerical study on strength and failure modes of rock mass with discontinuous joints

被引：0
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作者：
机构：
[1] [1,Liang, Zheng-Zhao
[2] Xiao, Dong-Kun
[3] Li, Cong-Cong
[4] Wu, Xian-Kai
[5] Gong, Bin
来源：
Liang, Zheng-Zhao | 1600年 / Chinese Society of Civil Engineering卷 / 36期
关键词：
Failure modes;
D O I：
10.11779/CJGE201411015
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