On the calibration of a shear stress criterion for rock joints to represent the full stress-strain profile

Keyphrases

• Stress-strain 100%
• Shear Stress 100%
• Strain Profile 100%
• Stress Criterion 100%
• Stress Displacement 100%
• Surface Model 100%
• Rock Joints 100%
• Rock Interface 75%
• Peak Shear Stress 50%
• Displacement Behavior 50%
• Shear Stress-displacement 50%
• Numerical Solution 25%
• Calibration Method 25%
• Compressive Strength 25%
• Direct Shear Test 25%
• Rock Mechanics 25%
• Rockburst 25%
• Engineering Tools 25%
• Structural Instability 25%
• Uniaxial Compression Test 25%
• Updating Model 25%
• Peak Shear Strength 25%
• Curve Fitting 25%
• Mechanical Problems 25%
• Triaxial 25%
• Joint Roughness Coefficient 25%
• Normal Closure 25%
• Calibration Protocol 25%
• Stress Conditions 25%
• Barton 25%
• Closure Relations 25%
• Practical Applicability 25%
• Revised Model 25%
• Mobilised Shear Strength 25%
• Transparent Integration 25%
• Residual Shear Strength 25%
• Post-peak Behavior 25%
• Geomechanical Behavior 25%

Engineering

• Joints (Structural Components) 100%
• Strain Profile 100%
• Complete Stress 100%
• Surface Model 100%
• Shear Strength 50%
• Illustrates 25%
• Applicability 25%
• Fitting Curve 25%
• Instrument Calibration 25%
• Test Result 25%
• Compression Strength 25%
• Compressive Strength 25%
• Numerical Solution 25%
• Direct Shear Test 25%
• Rock Mechanics 25%
• Compression Test 25%
• Engineering Tool 25%
• Rock Bursts 25%