Shear stress-strain-time behaviour of clays

Keyphrases

• Timing Behavior 100%
• Clay 100%
• Shear Stress-strain 100%
• Shear Stress Level 100%
• Stress-strain Model 100%
• Small Strain 50%
• Large Values 50%
• Biaxial Strain 50%
• Deformation Rate 50%
• Stress-strain 50%
• Constant Power Load 50%
• Time Rate 50%
• Creep Model 50%
• Multiple Steps 50%
• Total Strain 50%
• Time Model 50%
• Strain Rate Effect 50%
• Kaolinite 50%
• Shale 50%
• Shear Strength Parameters 50%
• Overconsolidation Ratio 50%
• Control Time 50%
• Undrained Triaxial Compression Test 50%
• Strain-strain Rate 50%
• Field Problem 50%
• Strain at Failure 50%
• Deformation Test 50%
• Load Increment 50%
• Undrained Shear Strength 50%
• Reconstituted Samples 50%
• Constant Load Test 50%
• Pore Water Pressure Measurement 50%
• Creep Parameters 50%
• Consolidation Pressure 50%

Engineering

• Stress Level 100%
• Strain Model 100%
• Field Problem 50%
• Creep 50%
• Strain Rate 50%
• Compression Test 50%
• Axial Strain 50%
• Creep Model 50%
• Constant Rate 50%
• Load Test 50%
• Pore Water Pressure 50%
• Test Data 50%
• Overconsolidation Ratio 50%
• Strain Rate Effect 50%
• Load Increment 50%
• Undrained Shear Strength 50%
• Load Rate 50%

Earth and Planetary Sciences

• Strain Rate 100%
• Porewater 50%
• Axial Strain 50%
• Water Pressure 50%
• Shear Strength 50%
• Strength of Materials 50%
• Kaolinite 50%
• Pressure Measurement 50%
• Overconsolidation 50%
• Load Test 50%