From direct simple shear test to soil model development and supported excavation simulation: Integrated computational-experimental soil behavior characterization framework

Keyphrases

• Model-driven Development 100%
• Soil Behavior 100%
• Soil Model 100%
• Supported Excavation 100%
• Behavior Characterization 100%
• Characterization Framework 100%
• Direct Simple Shear Test 100%
• Excavation Simulation 100%
• Loading Conditions 66%
• Constitutive Model 66%
• Uniform Strain 66%
• Nonuniform Stress 66%
• Boston Blue Clay 66%
• Small Strain 33%
• Nonlinearity 33%
• Material Model 33%
• Evolutionary 33%
• Nonlinear Behavior 33%
• Anisotropic Behavior 33%
• Anisotropic Stress 33%
• Boundary Value Problem 33%
• Stress-strain Response 33%
• Numerical Modeling 33%
• Uniform Stress 33%
• Complex Formulation 33%
• Inverse Analysis 33%
• Global Response 33%
• Deep Excavation 33%
• Laboratory Testing 33%
• Ground Settlement 33%
• Soil Constitutive Model 33%
• Lateral Wall Deflection 33%
• Complex Boundary 33%
• Consolidated Undrained 33%
• Soil Specimen 33%
• Field Problem 33%
• Soil Characterization 33%
• Characterization Model 33%
• Laboratory Changes 33%
• Direct Simple Shear 33%
• Stress-strain Distribution 33%
• Versatile Material 33%

Engineering

• Simple Shear 100%
• Constitutive Model 75%
• Loading Condition 50%
• Field Problem 25%
• Anisotropic 25%
• Material Model 25%
• Test Specimen 25%
• Nonlinearity 25%
• Boundary Value 25%
• Stress-Strain Relations 25%
• Lateral Wall 25%
• Development Process 25%
• Numerical Modeling 25%
• Nonlinear Behavior 25%
• Global Response 25%
• Deep Excavation 25%
• Ground Surface 25%
• Anisotropic Behavior 25%

Earth and Planetary Sciences

• Development Model 100%
• Shear Test 100%
• Nonlinearity 33%
• Inverse Analysis 33%
• Boundary Value Problems 33%
• Numerical Modeling 33%
• Strain Distribution 33%