Constitutive model for tailing soils subjected to freeze–thaw cycles based on meso-mechanics and homogenization theory

Keyphrases

• Constitutive Model 100%
• Meso-mechanism 100%
• Freeze-thaw 100%
• Homogenization Theory 100%
• Cycle Basis 100%
• Tailing Soil 100%
• Representative Volume Element 40%
• Composite Materials 20%
• Strain Distribution 20%
• Stress Distribution 20%
• Acceptable Accuracy 20%
• Mesostructure 20%
• Strain Hardening 20%
• Deformation Properties 20%
• Non-uniform Distribution 20%
• Confining Pressure 20%
• Structure Parameters 20%
• Peak Strain 20%
• Dilatancy 20%
• Strain Coefficient 20%
• Strain Softening 20%
• Hardening Model 20%
• Breakage Mechanism 20%
• Breakage Ratio 20%
• Elastic-brittle Model 20%
• Double Hardening 20%

Engineering

• Constitutive Model 100%
• Representative Volume Element 100%
• Breakage 100%
• Model Parameter 50%
• Deformation Property 50%
• Hardening Model 50%
• Softening Behavior 50%
• Dilatancy 50%
• Confining Pressure 50%
• Composite Material 50%
• Strain Hardening 50%

Earth and Planetary Sciences

• Homogenizing 100%
• Breakage 66%
• Confining Pressure 33%
• Dilatancy 33%
• Plastic Deformation 33%
• Composite Material 33%
• Strain Hardening 33%