Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions

标题
Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions
作者
关键词
True-triaxial unloading, Sample height-to-width ratios, Intermediate principal stress, Failure modes, Failure criterion, Rockburst
出版物
ROCK MECHANICS AND ROCK ENGINEERING
Volume 51, Issue 5, Pages 1321-1345
出版商
Springer Nature
发表日期
2018-02-01
DOI
10.1007/s00603-018-1414-4

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