On the incremental behaviour of sands at high stresses

Keyphrases

• Sand 100%
• High Stress 100%
• Particle Breakage 100%
• Discrete Element Method 100%
• Loading Path 50%
• Mechanical Behavior 50%
• Plastic Deformation 50%
• Incremental Response 50%
• Granular Soil 50%
• Model Experimental 50%
• Granular Materials 50%
• Constitutive Model 50%
• Particle Crushing 50%
• Test Simulation 50%
• Stress Probe 50%
• Plastic Flow 50%
• Loading Direction 50%
• High Linearity 50%
• Fontainebleau Sandstone 50%
• Axisymmetric Stress 50%
• Rigid Particle 50%
• 3D Axisymmetric 50%

Engineering

• Discrete Element 100%
• Element Method 100%
• Breakage 100%
• Loading Path 50%
• Axisymmetric 50%
• Plastic Deformation 50%
• Granular Soil 50%
• Constitutive Model 50%
• Stress Condition 50%
• Plastic Flow 50%
• Loading Direction 50%
• Irreversibility 50%
• Nonlinearity 50%