Simple nonlinear model for elastic response of cohesionless granular materials

Keyphrases

• Resilient 100%
• Granular Materials 100%
• Nonlinear Model 100%
• Elastic Response 100%
• Cohesionless Granular Material 100%
• Pavement 50%
• Constitutive Model 50%
• Computational Efficiency 50%
• Pressure Dependence 50%
• Statistical Comparison 50%
• Resilient Behavior 50%
• Resilient Response 50%
• Hyperelastic Model 50%
• Elastic Behavior 50%
• Triaxial 50%
• Dependent Behavior 50%
• Coupling Properties 50%
• Shear Dilatancy 50%
• Unbound Granular Layers 50%
• Hyperelasticity 50%
• Shakedown 50%
• Shear under Pressure 50%

Engineering

• Constitutive Model 100%
• Computational Efficiency 100%
• Dependent Behavior 100%
• Test Data 100%
• Elastic Response 100%
• Nonlinear Model 100%
• Hyperelastic Model 100%
• Dilatancy 100%
• Pavement 100%