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A phenomenological failure criterion for brittle rock
Z. Ouyang,
Derek Elsworth
John and Willie Leone Department of Energy & Mineral Engineering (EME)
Institute for Computational and Data Sciences (ICDS)
Research output
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Contribution to journal
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Article
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peer-review
27
Scopus citations
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Keyphrases
Shear Band
100%
Brittle Rock
100%
Failure Criterion
100%
Stress Dependence
25%
Phenomenological Models
25%
Material Constants
25%
Power Law
25%
Confining Stress
25%
Deviatoric Stress
25%
Static Equilibrium
25%
Distribution Coefficient
25%
Failure Process
25%
Spatial Stress
25%
Failure Zone
25%
Ultimate Strength
25%
Failure Plane
25%
Stress Inhomogeneity
25%
Stress Transmission
25%
Macroscopic Defect
25%
Normal Traction
25%
Shear Band Formation
25%
Pre-failure
25%
Planar Shear
25%
Phenomenological Coefficients
25%
Engineering
Shear Band
100%
Failure Criterion
100%
Transmissions
50%
Phenomenological Model
25%
Material Constant
25%
Failure Plane
25%
Confining Stress
25%
Rigidity
25%
Static Equilibrium
25%
Deviatoric Stress
25%
Distribution Coefficient
25%
Ultimate Strength
25%
Failure Process
25%
Failure Zone
25%
Material Science
Shear Band
100%
Mechanical Strength
20%
Rigidity
20%