Sands subjected to repetitive vertical loading under zero lateral strain: accumulation models, terminal densities, and settlement

Engineering

• Plastic Strain 100%
• Lateral Strain 100%
• Accumulation Model 100%
• Volumetric Strain 66%
• One Dimensional 33%
• Test Result 33%
• Dimensionless 33%
• Mechanical Load 33%
• Initial Relative Density 33%
• Loading Cycle 33%
• Strain Condition 33%
• Static Loading 33%
• Shear Strain 33%

Keyphrases

• Terminal Density 100%
• Vertical Loading 100%
• Repetitive Loading 50%
• Volumetric Strain 50%
• Shakedown 50%
• Scientific Publishing 25%
• Dimensionless Plot 25%
• Geosystem 25%
• Loading Cycle 25%
• Initial Static Load 25%
• Strain Conditions 25%
• Robust Procedures 25%
• Vertical Loading Test 25%
• Mechanical Load 25%