Experimental and Numerical Study on Failure Modes and Shear Strength Parameters of Rock-Like Specimens Containing Two Infilled Flaws
出版年份 2019 全文链接
标题
Experimental and Numerical Study on Failure Modes and Shear Strength Parameters of Rock-Like Specimens Containing Two Infilled Flaws
作者
关键词
Two infilled flaws, Triaxial compression test, Numerical simulation, Failure mode, Shear strength parameter
出版物
International Journal of Civil Engineering
Volume -, Issue -, Pages -
出版商
Springer Science and Business Media LLC
发表日期
2019-07-08
DOI
10.1007/s40999-019-00449-8
参考文献
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