Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling

Keyphrases

• Sand 100%
• Discrete Element Modeling 100%
• Strength Degradation 100%
• Cyclic Degradation 100%
• Soil Stiffness 100%
• Soil Strength 100%
• Cyclic Strength 100%
• Degradation Curves 100%
• Cyclic Stiffness Degradation 100%
• Triaxial Test 100%
• Law 50%
• Liquefaction Phenomenon 50%
• Sample Preparation 50%
• Number of Tests 50%
• Discrete Element Method 50%
• Fully Saturated 50%
• Soil Properties 50%
• Cyclic Loading 50%
• Triaxial 50%
• Laboratory Testing 50%
• Soil Model 50%
• Saturated Sand 50%
• Stress Path 50%
• Complex Behavior 50%
• Number of Cycles 50%
• Soil Constitutive Model 50%
• Number of Loading Cycles 50%
• Damage Model 50%
• Initial Stress 50%
• Cyclic Damage 50%
• Undrained Condition 50%
• Cyclic Triaxial Test 50%
• Undrained Response 50%
• Sand Properties 50%

Earth and Planetary Sciences

• Liquefaction 100%
• Soil Property 100%
• Cyclic Loading 100%
• Soil Damage 100%
• Soil Strength 100%
• Sample Preparation 100%
• Discrete Element Method 100%
• Dense Medium 100%

Engineering

• Discrete Element 100%
• Strength Degradation 100%
• Stiffness Degradation 100%
• Cyclic Loading 50%
• Element Method 50%
• Stress State 50%
• Fabric Sample 50%
• Stress Path 50%
• Soil Stiffness 50%
• Damage Model 50%
• Loading Cycle 50%
• Saturated Sand 50%