Numerical simulation of cyclic shear tests considering the fabric change and principal stress rotation effects

Keyphrases

• Accumulative Plastic 20%
• Anisotropic Critical State Theory 20%
• Cyclic Loading 20%
• Cyclic Shear Test 100%
• Earthquake Loading 20%
• Effective Confining Pressure 20%
• Elastoplastic 20%
• Excess Pore Water Pressure 20%
• Fabric Changes 100%
• Loading Conditions 40%
• Numerical Simulation 100%
• Numerical Solution 20%
• Plastic Shear Strain 20%
• Plastic Strain 20%
• Principal Stress 20%
• Principal Stress Rotation 100%
• Rotation Effect 100%
• Rotational Parts 20%
• Sand 20%
• Sand Liquefaction 20%
• Sand Model 20%
• Soil Reaction 20%
• Stress Magnitude 20%
• Stress-strain Response 20%
• Undrained Condition 20%
• Undrained Cyclic Loading 20%

Engineering

• Anisotropic 33%
• Combined Effect 100%
• Computer Simulation 100%
• Constitutive Model 33%
• Cyclic Loading 33%
• Cyclic Loading Condition 33%
• Earthquake Loading 33%
• Effective Confining Pressure 33%
• Excess Pore Water Pressure 33%
• Experimental Result 33%
• Good Agreement 33%
• Loading Condition 33%
• Numerical Approach 33%
• Numerical Solution 33%
• Plastic Strain Increment 33%
• Rotational 33%
• Shear Strain 33%
• Stress-Strain Relations 33%
• Test Result 33%

Earth and Planetary Sciences

• Confining Pressure 50%
• Cyclic Loading 100%
• Liquefaction 50%
• Porewater 50%
• Shear Strain 50%
• Shear Test 100%
• Water Pressure 50%