Polar extension of a hypoplastic model for granular materials with shear localization

Keyphrases

• Stationary States 100%
• Granular Materials 100%
• Shear Band 100%
• Hypoplastic Model 100%
• Shear Localization 100%
• Frictional Parameters 100%
• Parameter Dependence 50%
• Pressure Dependence 50%
• Numerical Results 50%
• Finite Thickness 50%
• Grain Size 50%
• Physical Interpretation 50%
• Void Fraction 50%
• Grain Width 50%
• Couple Stress 50%
• In-plane Shear 50%
• Granular Layer 50%
• Relative Density 50%
• Soil Mechanics 50%
• Stress Ratio 50%
• Localised Zones 50%
• Cohesionless Granular Material 50%
• Frictional Pressure 50%
• Friction Resistance 50%
• Granular Friction 50%

Engineering

• Stationary State 100%
• Shear Band 100%
• Shear Localization 100%
• State Variable 100%
• Parametric Study 50%
• Shearing 50%
• Soil Mechanics 50%
• Grain Diameter 50%