Thermo-hydro-mechanical modelling of damage in unsaturated porous media : Theoretical framework and numerical study of the EDZ - École des Ponts ParisTech Accéder directement au contenu
Article Dans Une Revue International Journal for Numerical and Analytical Methods in Geomechanics Année : 2012

Thermo-hydro-mechanical modelling of damage in unsaturated porous media : Theoretical framework and numerical study of the EDZ

Résumé

The damage model presented in this article (named 'THHMD' model) is dedicated to non-isothermal unsaturated porous media. It is formulated by means of three independent strain state variables, which are the thermodynamic conjugates of net stress, suction and thermal stress. The damage variable is a second-order tensor. Stress/strain relationships are derived from Helmholtz free energy, which is assumed to be the sum of damaged elastic potentials and 'crack-closure energies'. Damage is assumed to grow with tensile strains due to net stress, with pore shrinkage due to suction and with thermal dilatation. Specific conductivities are introduced to account for the effects of cracking on the intensification and on the orientation of liquid water and vapor flows. These conductivities depend on damage and internal length parameters. The mechanical aspects of the THHMD model are validated by comparing the results of a triaxial compression test with experimental measurements found in the literature. Parametric studies of damage are performed on three different heating problems related to nuclear waste disposals. Several types of loading and boundary conditions are investigated. The thermal damage potential is thoroughly studied. The THHMD model is expected to be a useful tool in the assessment of the Excavation Damaged Zone, especially in the vicinity of nuclear waste repositories

Dates et versions

hal-00799065 , version 1 (11-03-2013)

Identifiants

Citer

Chloé Arson, Behrouz Gatmiri. Thermo-hydro-mechanical modelling of damage in unsaturated porous media : Theoretical framework and numerical study of the EDZ. International Journal for Numerical and Analytical Methods in Geomechanics, 2012, 36 (3), pp.272-306. ⟨10.1002/nag.1005⟩. ⟨hal-00799065⟩
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