Effect of mean grain size on shear modulus degradation and damping ratio curves of sands

Engineering

• Cyclic Triaxial Test 16%
• Damping Ratio ζ 100%
• Dependent Strain 16%
• Dynamic Property 16%
• Effective Stress 50%
• Element Test 16%
• Modulus of Shear 16%
• Shear Modulus 100%
• Shear Strain 16%
• Strain Amplitude 16%
• Strain Relationship 16%

Keyphrases

• Common Parameter 14%
• Degradation Ratio 100%
• Effective Stress Coefficient 14%
• Effective Void Ratio 14%
• Normalized Shear Modulus 42%
• Ratio Coefficient 14%
• Shear Modulus Degradation 100%