Gas Migration through Clay Barriers in the Context of Radioactive Waste Disposal: Numerical Modeling of an InSitu Gas Injection TestGerard, Pierre ; Radu, Jean-Pol ; et alin Pijaudier-Cabot, Gilles; Pereira (Eds.) Geomechanics in CO2 Storage Facilities (2012) Detailed reference viewed: 12 (6 ULg) Hydro and Hydro-Mechanical Modelling of Ventilation Test in Clayey RocksPardoen, Benoît ; ; Charlier, Robert et alin Mancuso, Claudio; Jommi, Cristina; D'Onza, Francesca (Eds.) Unsaturated Soils: Research and Applications (2012) Hydro and hydro-mechanical numerical modellings are performed in order to acquire a better understanding of clayey rock behaviour and transfers occurring during an in situ ventilation test. The test is ... [more ▼] Hydro and hydro-mechanical numerical modellings are performed in order to acquire a better understanding of clayey rock behaviour and transfers occurring during an in situ ventilation test. The test is performed in an experimental gallery that is part of an underground research laboratory. A biphasic flow model for unsaturated soil and an elasto-plastic constitutive law are used for the host formation. The models include exchange condition of fluid mass, anisotropy and the excavation damaged zone around the gallery. Finally, the ventilation test is reproduced and the model is calibrated based on the matching between numerical results and experimental measurements. [less ▲] Detailed reference viewed: 38 (14 ULg) Modélisation numérique d’un essai de ventilation in situPardoen, Benoît ; ; Charlier, Robert et alin Skoczylas, F.; Davy, C.A.; Agostini, F. (Eds.) et al Propriétés de transfert des géomatériaux, Transfert 2012, Ecole centrale de Lille 20-22 mars 2012 (2012) Hydro and hydro-mechanical numerical modellings are performed in order to acquire a better understanding of clayey rock behaviour and transfers occurring during an in situ ventilation test. The test is ... [more ▼] Hydro and hydro-mechanical numerical modellings are performed in order to acquire a better understanding of clayey rock behaviour and transfers occurring during an in situ ventilation test. The test is performed in an experimental gallery that is part of an underground research laboratory. A biphasic flow model in unsaturated soil and an elasto-plastic constitutive law are used for the host formation. The models include exchange condition of fluid mass, anisotropy and the excavation damaged zone around the gallery. Finally, the ventilation test is reproduced and the model is calibrated based on the matching between numerical results and experimental measurements. [less ▲] Detailed reference viewed: 40 (12 ULg) Hydro and hydro-mechanical modelling of ventilation test in clayey rocksPardoen, Benoît ; Charlier, Robert ; Collin, Frédéric et alPoster (2011, October 03) Long-term repository of radioactive waste in deep argillaceous geological media needs a good understanding of the host formation behaviour. Considering the safety function of the formation and the need of ... [more ▼] Long-term repository of radioactive waste in deep argillaceous geological media needs a good understanding of the host formation behaviour. Considering the safety function of the formation and the need of low permeability, the behaviour of the excavation damaged zone (EDZ) is a major issue. Because drainage may modify the structure and the size of this zone, a ventilation test (SDZ) is realised by the French national radioactive waste management agency (ANDRA) in an experimental gallery of the Meuse/Haute-Marne underground research laboratory located in Callovo-Oxfordian claystone. The aim is to characterise the effect of the desaturation and possible resaturation of the damaged zone due to controlled ventilation. Numerical modellings are performed to reproduce the ventilation test. A biphasic flow model in unsaturated soil and an elasto-plastic constitutive law are used for the host formation. A nonclassical boundary condition has been developed in order to model the exchanges between the cavity and the rock. Numerical results show that it is possible to calibrate the models to obtain a satisfactory reproduction of the in situ experimental measurements and a better understanding of the fluid transfer around the gallery during the ventilation test. [less ▲] Detailed reference viewed: 22 (10 ULg) HM modelling of in-situ gas injection tests in bentonite and argillite: the PGZ experimentGerard, Pierre ; Charlier, Robert ; Radu, Jean-Pol et alin Clays in Natural and Engineered Barriers for Radioactive Waste Confinement (2010) Detailed reference viewed: 41 (17 ULg) Numerical modelling of the resaturation of swelling clay with gas injectionGerard, Pierre ; Radu, Jean-Pol ; et alin Alonso, Edouardo; Gens, Antonio (Eds.) Unsaturated Soils (2010) Detailed reference viewed: 30 (13 ULg) |
||