Investigation of pavement foundation behavior using axisymmetric and three-dimensional finite element analyses

Keyphrases

• 3D Finite Element Analysis 100%
• Pavement Response 100%
• Pavement Foundation 100%
• Nonlinear Behavior 66%
• Flexible Pavement 66%
• Response Prediction 66%
• Finite Element Analysis 33%
• Three-dimensional (3D) 33%
• Stress-strain 33%
• Stress Dependence 33%
• ABAQUS 33%
• Stress Deformation 33%
• Model-driven Development 33%
• Base Layer 33%
• Stress System 33%
• Nonlinear Finite Element Analysis 33%
• Pavement Stress 33%
• Fine-grained Soils 33%
• Three-dimensional Stress State 33%
• Three-dimensional Stress 33%
• Unbound Aggregates 33%
• Resilient Modulus 33%
• Subgrade Layer 33%
• Wheel Load 33%
• Unbound Aggregate Base 33%
• Geomaterials 33%
• Nonlinear Characterization 33%
• True Triaxial Test 33%
• Unbound Granular Materials 33%
• Intermediate Principal Stress 33%
• User Material Subroutine 33%
• Finite Element Program 33%
• Pavement Deformation 33%
• Characterization Model 33%

Engineering

• Finite Element Method 100%
• Axisymmetric 100%
• Dimensional Finite Element Analysis 100%
• Nonlinear Behavior 66%
• Stress State 33%
• Base Layer 33%
• Subgrade 33%
• Test Data 33%
• Resilient Modulus 33%
• Grained Soil 33%
• Intermediate Principal Stress 33%
• Stress System 33%