State parameter–based thermomechanical constitutive model for saturated fine-grained soils

Engineering

• Temperature 100%
• Constitutive Model 66%
• Boundary Surface 66%
• Models 66%
• Grained Soil 66%
• Yields 66%
• Heating 66%
• Volumetrics 33%
• Experimental Result 33%
• Experimental Observation 33%
• Temperature Change 33%
• Flow Rule 33%
• Stress Ratio 33%
• Preconsolidation Pressure 33%
• Thermal Deformation 33%
• Hardening Law 33%
• Critical State Line 33%
• Nonisothermal Condition 33%
• Yield Surface 33%
• Surfaces 33%
• Mechanisms 33%