A New Rock Strength Criterion from Microcracking Mechanisms Which Provides Theoretical Evidence of Hybrid Failure

Title
A New Rock Strength Criterion from Microcracking Mechanisms Which Provides Theoretical Evidence of Hybrid Failure
Authors
Keywords
Failure criterion, Micromechanics, Damage and friction coupling, Unilateral effects, Penny-shaped cracks, Brittle rocks
Journal
ROCK MECHANICS AND ROCK ENGINEERING
Volume 50, Issue 2, Pages 341-352
Publisher
Springer Nature
Online
2016-10-17
DOI
10.1007/s00603-016-1083-0

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