ACMEG-T: Soil Thermo-Plasticity Model

This paper addresses an advanced and unified thermo-mechanical constitutive model for cohesive soils. Based on experimental evidence showing the non-linear and irreversible thermo-mechanical responses of saturated soils, the constitutive equations of the developed model, ACMEG-T, are presented. In the context of elasto-plasticity and critical state theory, the model uses the concepts of multi-mechanism and bounding surface theory. Non-linear thermo-elasticity is joined with two coupled thermo-plastic dissipative processes to reproduce all of the features of thermo-mechanical behaviour. The yield functions, the dissipative potentials and the plastic multipliers are introduced. Attention is particularly focused on the coupling between both plastic mechanisms, an isotropic and a deviatoric one, which are in agreement with the consistency condition for multiple dissipation. Finally, the efficiency of ACMEG-T is proven by validation tests on drained and undrained thermo-mechanical paths.


Published in:
Journal of Engineering Mechanics, 135, 9, 932-944
Year:
2009
Keywords:
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Note: The status of this file is: EPFL only


 Record created 2009-03-15, last modified 2018-03-17

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