Shakedown analysis of soil materials based on an incremental approach

Keyphrases

• ABAQUS 33%
• Classical Kinematics 33%
• Criteria-based 33%
• Cyclic Load 33%
• Cyclic Loading 33%
• Elastic-plastic 33%
• Elastic-plastic Analysis 66%
• Failure Mode 33%
• Finite Element Model 33%
• Incremental Analysis 33%
• Incremental Approach 100%
• Incremental Technique 33%
• Layered-layered 33%
• Material-based 100%
• Mohr-Coulomb Criterion 33%
• Non-associated 33%
• Non-conventional Materials 33%
• Plastic Behavior 33%
• Plastic Dissipation Energy 66%
• Plastic Flow 33%
• Residual Stress 66%
• Shakedown 100%
• Shakedown Analysis 100%
• Shakedown Limit 33%
• Shakedown Theorem 66%
• Soil Foundation 33%
• Soil Materials 100%
• Soil Parameters 33%
• Soil Structure 66%
• Strain-hardening Material 33%
• Two-layered Soil 33%
• Whole Process 33%

Engineering

• Cyclic Loading 50%
• Cyclic Loads 50%
• Elastic-Plastic Analysis 100%
• Energy Dissipation 100%
• Failure Mode 50%
• Finite Element Modeling 50%
• Plastic Dissipation 100%
• Plastic Flow 50%
• Residual Stress 100%
• Soil Parameter 50%
• Strain Hardening 50%