Modeling cyclic behavior of unbound aggregates using two-surface plasticity theory

Keyphrases

• Cyclic Behavior 100%
• Path Dependence 100%
• Plasticity Theory 100%
• Unbound Aggregates 100%
• Rutting Model 100%
• Two-surface Plasticity 100%
• Finite Element Simulation 50%
• Numerical Results 50%
• Analytical Model 50%
• Modeling Approach 50%
• Permanent Deformation 50%
• Shear Strain 50%
• Material Response 50%
• Strain-dependent 50%
• Deformation Behavior 50%
• Yield Surface 50%
• Pavement Structure 50%
• Pavement 50%
• Aggregate Base 50%
• Moving Wheel Load 50%
• Resilient Modulus 50%
• Subbase Layer 50%
• Physics-based Modeling 50%
• Deviatoric Stress 50%
• Repeated Load Triaxial Test 50%
• Shear Stress Ratio 50%
• Shear Strength Properties 50%
• Permanent Strain 50%
• Shear Path 50%

Engineering

• Plasticity Theory 100%
• Surface Plasticity 100%
• Engineering 50%
• Finite Element Simulation 50%
• Analytical Model 50%
• Dependent Material 50%
• Deformation Behavior 50%
• Permanent Deformation 50%
• Shear Strain 50%
• Shear Strength 50%
• Material Response 50%
• Yield Surface 50%
• Resilient Modulus 50%
• Subbase Layer 50%
• Stress Ratio 50%
• Deviatoric Stress 50%