Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing

Keyphrases

• In Situ 100%
• Parameter Identification 100%
• Pressuremeter Test 100%
• Delay Behavior 100%
• Soil Parameters 40%
• Soil Permeability 40%
• Inverse Analysis 40%
• Numerical Results 20%
• Analysis Procedure 20%
• Model Equation 20%
• Strain Rate Effect 20%
• Clay 20%
• Modified Cam-clay Model 20%
• Soil Behavior 20%
• Loading Conditions 20%
• Viscoplastic Model 20%
• Three-level 20%
• Elastoplastic 20%
• Constant Strain Rate 20%
• Biot's Consolidation 20%
• Optimized Value 20%
• Coupling Influence 20%
• Perzyna 20%
• Drainage Condition 20%
• Overstress Theory 20%
• Saints 20%
• Consolidation Effect 20%
• Viscous Effect 20%
• Laboratory Test Results 20%

Engineering

• Test Result 100%
• Model Parameter 100%
• Soil Parameter 100%
• Loading Condition 50%
• Parametric Study 50%
• Strain Rate Effect 50%
• Modified Cam 50%
• Consolidation Theory 50%
• Clay Model 50%
• Strain Rate 50%

Earth and Planetary Sciences

• Pressuremeter 100%
• Strain Rate 40%
• Inverse Analysis 40%
• Cam-Clay Model 20%