Explicit modeling of dilation, asperity degradation and cyclic seating of rock joints

Keyphrases

• Asperity Degradation 100%
• Asperity Surface 50%
• Cavern 50%
• Continuity Condition 50%
• Cyclic Behavior 50%
• Cyclic Direct Shear Tests 50%
• Cyclic Shear 50%
• Discrete Element Simulation 50%
• Earthquake 50%
• Explicit Model 100%
• Explosives 50%
• Joint Behaviour 50%
• Joint Roughness 50%
• Jointed Rock Mass 50%
• Laboratory Shear Test 50%
• Local Plasticity 50%
• Local Roughness 50%
• Model Calibration 50%
• Normal Displacement 100%
• Numerical Examples 50%
• Parameter Study 50%
• Rock Joints 100%
• Rock Mass Behavior 50%
• Sandstone 50%
• Tension Joints 50%

Engineering

• Continuity Condition 20%
• Direct Shear Test 20%
• Discrete Element 20%
• Illustrates 20%
• Joint Behavior 20%
• Jointed Rock Mass 20%
• Joints (Structural Components) 100%
• Model Calibration 20%
• Numerical Example 20%
• Rock Mass 20%
• Sliding Joint 20%
• Surface Asperity 20%
• Test Result 20%