A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Calibration of Elasto-Viscoplastic Models for Cohesive Soils
The aim of the present paper is to present a calibration method of an elasto-visoplastic model for clay. The model discussed herein is an elasto-thermo-visoplastic model for clay based on the overstress type of theory derived by the authors that can describe plasticity, rate sensitivity and temperature dependency. In the present paper, specification methods of material parameters for rate sensitivity and structural degradation are in particular discussed. In addition the model is validated by the comparison of simulated and experimental results.
Calibration of Elasto-Viscoplastic Models for Cohesive Soils
The aim of the present paper is to present a calibration method of an elasto-visoplastic model for clay. The model discussed herein is an elasto-thermo-visoplastic model for clay based on the overstress type of theory derived by the authors that can describe plasticity, rate sensitivity and temperature dependency. In the present paper, specification methods of material parameters for rate sensitivity and structural degradation are in particular discussed. In addition the model is validated by the comparison of simulated and experimental results.
Calibration of Elasto-Viscoplastic Models for Cohesive Soils
Oka, Fusao (author) / Kimoto, Sayuri (author) / Adachi, Toshihisa (author)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
Soil Constitutive Models ; 400-414
2005-01-24
Conference paper
Electronic Resource
English
Calibration of elasto-viscoplastic models for cohesive soils
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