Mixed hardening, three-invariants dependent cap model

Engineering

• Cap Model 100%
• Kinematic Hardening Rule 100%
• Model Prediction 33%
• Experimental Observation 33%
• Boundary Value 33%
• Monotonic Loading 33%
• Stress Invariant 33%
• Finite Element Formulation 33%
• Failure Surface 33%
• Cyclic Loading Condition 33%
• Rounded Corner 33%
• Octahedral Plane 33%
• Cyclic Loading 33%
• Cohesionless Soil 33%
• Bauschinger Effect 33%

Earth and Planetary Sciences

• Cyclic Loading 100%
• Cohesionless Soil 50%
• Bauschinger Effect 50%