Crack Damage Parameters and Dilatancy of Artificially Jointed Granite Samples Under Triaxial Compression

标题
Crack Damage Parameters and Dilatancy of Artificially Jointed Granite Samples Under Triaxial Compression
作者
关键词
Triaxial testing, Artificially jointed samples, Dilation, Progressive damage, Rock mass behavior
出版物
ROCK MECHANICS AND ROCK ENGINEERING
Volume 51, Issue 6, Pages 1637-1656
出版商
Springer Nature
发表日期
2018-02-14
DOI
10.1007/s00603-018-1433-1

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