Analysis of the behaviour of propped diaphragm walls in a deep clay deposit

Keyphrases

• Diaphragm Wall 100%
• Soft Clay 100%
• Clay Deposit 100%
• Deep Clay 100%
• Small Strain 33%
• Effective Method 33%
• Nonlinearity 33%
• Numerical Experiments 33%
• Stress-strain 33%
• Anisotropic Stress 33%
• Reliability Prediction 33%
• Experiment-based 33%
• Effective Stress 33%
• Nonlinear Finite Element Analysis 33%
• Modern Techniques 33%
• Support System 33%
• Ground Movement 33%
• Deep Excavation 33%
• Soil Model 33%
• Wall Deflection 33%
• Soil Movement 33%
• Excavation Depth 33%
• Clay Behavior 33%
• Embedment Depth 33%
• Control Soil 33%
• Surrounding Soil 33%
• Top-down Construction 33%
• Simplified Framework 33%

Engineering

• Diaphragm Wall 100%
• Clay Deposits 100%
• Anisotropic 33%
• Numerical Experiment 33%
• Support System 33%
• Nonlinearity 33%
• Effective Stress 33%
• Ground Movement 33%
• Deep Excavation 33%
• Embedment 33%
• Linear Finite Element 33%
• Soil Movement 33%
• Deep Layer 33%
• Surrounding Soil 33%
• Principal Parameter 33%

Earth and Planetary Sciences

• Diaphragm Wall 100%
• Soft Clay 100%
• Nonlinearity 33%
• Ground Motion 33%
• Support System 33%
• Soil Stress 33%