Posez n’importe quelle question sur les cours, conférences, exercices, recherches, actualités, etc. de l’EPFL ou essayez les exemples de questions ci-dessous.
AVERTISSEMENT : Le chatbot Graph n'est pas programmé pour fournir des réponses explicites ou catégoriques à vos questions. Il transforme plutôt vos questions en demandes API qui sont distribuées aux différents services informatiques officiellement administrés par l'EPFL. Son but est uniquement de collecter et de recommander des références pertinentes à des contenus que vous pouvez explorer pour vous aider à répondre à vos questions.
A deep geological repository involving a multi-barrier system constitutes one of the most promising options to isolate high-level radioactive waste from the human environment. In order to certify the efficiency of waste isolation, it is essential to understand the behavior of the confining geomaterials under a variety of environmental conditions. The efficiency of an Engineered Barrier System (EBS) is largely based on a combination of bentonite and host rock characteristics. To contribute to a better understanding of the processes involved in the EBS, a case study for sensitivity analysis has been defined and is studied using a thermo-hydro-mechanical (THM) finite element approach including a consistent thermo-plastic constitutive model for unsaturated soils. The model also features a coupled THM approach of the water retention curve for bentonite, using the ACMEG-TS constitutive model. Regarding rock parameters, intrinsic permeability and relative permeability effects are evaluated. Two regimes are found regarding the importance of the estimation of rock permeability: in the first one, precise assessment is unnecessary due to water inflow control by bentonite, while in the second one, a precise assessment is necessary to correctly estimate resaturation time. This study highlights the effects that need to be taken into consideration for a correct assessment of EBS behavior, from bentonite characteristics to the correct quantification of the thermo-hydro-mechanical couplings in host rock.