Microstructural modelling of stress-dependent behaviour of clay

Keyphrases

• Clay 100%
• Stress Behavior 100%
• Microstructural Modeling 100%
• Stress Anisotropy 50%
• Micromechanical Approach 50%
• International Journals 25%
• Stress-strain 25%
• Local Stress 25%
• Complex Behavior 25%
• Elastic-plastic Model 25%
• Microstructural 25%
• Applied Load 25%
• Micromechanics 25%
• Major Features 25%
• Stress-strain Model 25%
• Inter-particle 25%
• Extension Evaluation 25%
• Undrained Shearing 25%
• K0 Consolidation 25%
• Triaxial Compression Test 25%
• Undrained Condition 25%
• Triaxial Extension Test 25%
• Stress Path 25%
• Local Strain 25%
• Overconsolidation Ratio 25%
• Granular Materials 25%
• Drained Condition 25%
• Contact Plane 25%
• Kaolin Clay 25%
• Path Testing 25%
• Stress Reversal 25%

Engineering

• Induced Stress 100%
• Dependent Behavior 100%
• Stress Path 50%
• Applicability 50%
• Plastic Model 50%
• Measured Result 50%
• Local Stress 50%
• Major Feature 50%
• Strain Model 50%
• Local Strain 50%
• Stress Reversal 50%
• Externally Applied Load 50%

Earth and Planetary Sciences

• Granular Material 100%