Three-dimensional shakedown solutions for cross-anisotropic cohesive-frictional materials under moving loads

Keyphrases

• Anisotropic Material 33%
• Cohesive-frictional Materials 100%
• Cross-anisotropic 100%
• Design Basis 33%
• Elastic Anisotropy 33%
• Elastic-plastic 33%
• Hertz 33%
• Layered Pavement 33%
• Material Behavior 33%
• Mohr-Coulomb Criterion 33%
• Moving Load 100%
• Optimization Procedure 33%
• Pavement Design 33%
• Pavement System 33%
• Plastic Anisotropy 33%
• Residual Stress Field 33%
• Shakedown 100%
• Shakedown Analysis 33%
• Shakedown Theorem 33%
• Three-dimensional (3D) 100%
• Two-layer 33%

Engineering

• Anisotropic 100%
• Hertz 33%
• Material Behavior 33%
• Mohr-Coulomb Criterion 33%
• Moving Load 100%
• Optimisation Procedure 33%
• Pavement Design 33%
• Pavement System 33%
• Residual Stress 33%
• Stress Field 33%