A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils

Keyphrases

• Elastic Viscoplastic Model 100%
• Clayey Soil 100%
• Thermal Creep 100%
• Hong Kong 66%
• Stress-strain 66%
• Marine Deposits 66%
• Kaolinite Clay 66%
• Mechanical Properties 33%
• Temperature Control 33%
• Thermal Strain 33%
• Strain Rate 33%
• Geomaterials 33%
• Constitutive Model 33%
• Equivalent Time 33%
• Oedometer Test 33%
• Stress-driven 33%
• Three-state 33%
• Creep Behavior 33%
• Effective Stress 33%
• Creep Strain 33%
• Time Concepts 33%
• Effective Strain 33%
• Effective Temperature 33%
• Strain-strain Rate 33%
• Elasto-viscoplastic Model 33%
• Viscoplastic Strain 33%
• Temperature Path 33%
• Creep Analysis 33%
• Soft Clayey Soil 33%
• Stress Temperature 33%
• Result Prediction 33%

Engineering

• One Dimensional 100%
• Thermal Creep 100%
• Creep 66%
• Constitutive Model 33%
• Stress-Strain Relations 33%
• Equivalent Time 33%
• Creep Strain 33%
• Effective Strain 33%
• Rates of Strain 33%
• Effective Temperature 33%
• Strain Rate 33%
• Oedometer Test 33%
• Effective Stress 33%
• State Variable 33%