Numerical analysis for the role of soil properties to the load transfer in clay foundation due to the traffic load of the metro tunnel

Keyphrases

• Adhesive Stress 33%
• Anisotropy 33%
• Biot's Consolidation 33%
• Bounding Surface Plasticity 33%
• Clay 66%
• Clay Foundation 100%
• Constitutive Model 33%
• Cyclic Loading 33%
• Dynamic Constitutive Model 100%
• Finite Difference Code 33%
• Induced Anisotropy 33%
• Initial Anisotropy 33%
• Load Transfer 100%
• Low Stress Level 33%
• Metro Operation 33%
• Metro Tunnel 100%
• Natural Clay 33%
• Natural Structured Clays 33%
• Numerical Analysis 100%
• Path Testing 33%
• Shanghai Clay 33%
• Soil Properties 100%
• State-based 33%
• Stiff Clay 33%
• Stress Distribution Patterns 33%
• Stress Path 33%
• Structure Ratio 33%
• Traffic Load 100%
• Train Movement 33%
• Tunnel Settlement 33%
• User Defined Model 33%
• Yield Surface 33%

Engineering

• Adhesive Stress 25%
• Applicability 25%
• Constitutive Model 100%
• Coupled Model 25%
• Cyclic Loading 25%
• Induced Settlement 25%
• Load Transfer 100%
• Measured Result 25%
• Metro 25%
• Metro Tunnels 100%
• Numerical Study 25%
• Simulation Result 25%
• Stiff Clay 25%
• Stress Level 25%
• Stress Path 25%
• Surface Plasticity Model 25%
• Yield Surface 25%