Influence of stress history on undrained cyclic shear strength evolution

Keyphrases

• Clay 100%
• Consolidation Period 50%
• Continuous Loading 50%
• Cyclic Shear Strength 100%
• Densification 50%
• Design Life 50%
• Excess Pore Water Pressure 50%
• Gulf of Mexico 50%
• In Situ 50%
• Initial Strength 50%
• Kaolin 50%
• Large-amplitude Cyclic Loading 100%
• Loading Cycles 50%
• Offshore Infrastructure 50%
• Operational Life 50%
• Overconsolidation Ratio 50%
• Soil Strength 100%
• State-based 50%
• Steady State Strength 50%
• Strength Change 50%
• Strength Evolution 100%
• Strength Gain 50%
• Strength Reduction 50%
• Stress History 100%
• T-bar Penetrometer 50%
• Undrained Cyclic Shear 100%
• Undrained Strength 50%

Engineering

• Cyclic Loading 100%
• Densification 50%
• Design Life 50%
• Excess Pore Pressure 50%
• Gulf of Mexico 50%
• Illustrates 50%
• Initial Strength 50%
• Loading Cycle 50%
• Operational Life 50%
• Overconsolidation Ratio 50%
• Shear Strength 100%
• Strength Gain 50%
• Stress History 100%