Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions
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Title
Failure Characteristics of Granite Influenced by Sample Height-to-Width Ratios and Intermediate Principal Stress Under True-Triaxial Unloading Conditions
Authors
Keywords
True-triaxial unloading, Sample height-to-width ratios, Intermediate principal stress, Failure modes, Failure criterion, Rockburst
Journal
ROCK MECHANICS AND ROCK ENGINEERING
Volume 51, Issue 5, Pages 1321-1345
Publisher
Springer Nature
Online
2018-02-01
DOI
10.1007/s00603-018-1414-4
References
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Related references
Note: Only part of the references are listed.- Size effects on granite behavior under unloading rockburst test
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- Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—Insight from numerical modeling
- (2007) M. Cai INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES
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