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Constitutive modelling of the thermo-plastic behaviour of soils
Research interest in the thermo-mechanical behaviour of soils is growing as a result of an increasing number of geomechanical problems involving thermal effects. This paper addresses various issues concerning the thermo-mechanical behaviour of soils. Starting from experimental evidence of non-linearity and hardening that heating causes in clayey soils, a general thermo-plastic formulation is then introduced for the derivation of the constitutive equations. After that, constitutive modelling is presented and treated in the context of elasto-plasticity. Numerical simulations support the theoretical aspects of the paper by showing performances of the constitutive model.
Constitutive modelling of the thermo-plastic behaviour of soils
Research interest in the thermo-mechanical behaviour of soils is growing as a result of an increasing number of geomechanical problems involving thermal effects. This paper addresses various issues concerning the thermo-mechanical behaviour of soils. Starting from experimental evidence of non-linearity and hardening that heating causes in clayey soils, a general thermo-plastic formulation is then introduced for the derivation of the constitutive equations. After that, constitutive modelling is presented and treated in the context of elasto-plasticity. Numerical simulations support the theoretical aspects of the paper by showing performances of the constitutive model.
Constitutive modelling of the thermo-plastic behaviour of soils
Laloui, Lyesse (Autor:in) / Cekerevac, Cane (Autor:in) / François, Bertrand (Autor:in)
Revue Européenne de Génie Civil ; 9 ; 635-650
01.06.2005
16 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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