Remarks on linear and nonlinear failure criteria

Keyphrases

• Mohr-Coulomb 100%
• Nonlinear Failure Criterion 100%
• Friction Angle 66%
• Taiwan 33%
• Stress State 33%
• Sandstone 33%
• Uniaxial Compression 33%
• Published Data 33%
• Rock Type 33%
• Strength Test 33%
• Extension Strength 33%
• Piecewise Linear 33%
• Failure Surface 33%
• First Principal Stress 33%
• Minor Principal Stress 33%
• Principal Stress 33%
• Triaxial Extension 33%
• Siltstone 33%
• Better Approximation 33%
• Red Wildmoor Sandstone 33%
• Conventional Triaxial 33%
• Hoek-Brown 33%
• Linear Criterion 33%
• Stress Invariants 33%
• Nonlinear Criterion 33%
• Multiaxial Strength 33%
• Popular 33%

Engineering

• Failure Criterion 100%
• Friction Angle 100%
• Axisymmetric 50%
• Test Data 50%
• Rock Type 50%
• Failure Surface 50%
• Minor Principal Stress 50%
• Major Principal Stress 50%
• Axisymmetric Compression 50%
• Stress State 50%
• Stress Invariant 50%
• Siltstone 50%

Earth and Planetary Sciences

• Sandstone 100%
• Siltstone 50%
• Taiwan 50%