Application of shakedown theory in track substructure design

Keyphrases

• Shakedown Theory 100%
• Shakedown Limit 100%
• Railway Substructure 100%
• Substructure Design 100%
• Train Load 66%
• Earth Structure 66%
• Residual Settlement 66%
• High Performance 33%
• Rational Design 33%
• Three-dimensional (3D) 33%
• Quasi-static 33%
• Maximum Magnitude 33%
• Residual Stress Field 33%
• Shakedown Theorem 33%
• Material Control 33%
• Half-space 33%
• Elastic Stress Field 33%
• Soil Materials 33%
• Construction Cost 33%
• Design Standards 33%
• Design Speed 33%
• Scaling Test 33%
• Shear Wave Velocity 33%
• Mohr-Coulomb Material 33%
• Knowledge Test 33%
• Soil Compaction 33%
• Induced Dynamics 33%
• Train Velocity 33%
• Surface Pressure 33%
• Soil Quality 33%
• Optimization Program 33%
• Attenuation Factor 33%
• Compaction Control 33%
• Soil Foundation 33%

Engineering

• Shakedown 100%
• Residual Settlement 100%
• Design Method 50%
• Residual Stress 50%
• Stress Field 50%
• Elastic Stress Field 50%
• Induced Load 50%
• Shear Wave Velocity 50%
• Scale Test 50%
• Compaction Control 50%
• Mohr-Coulomb Material 50%
• Design Velocity 50%
• Construction Cost 50%