Hydromechanical modelling and numerical simulation of self-sealingphenomena in the Callovo-Oxfordian claystone

Autor: Bluthé, Joffrey, Bary, B., Lemarchand, Éric, Dormieux, Luc
Přispěvatelé: CEA-Direction des Energies (ex-Direction de l'Energie Nucléaire) (CEA-DES (ex-DEN)), Commissariat à l'énergie atomique et aux énergies alternatives (CEA), Laboratoire Navier (navier umr 8205), École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)-Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR), CADARACHE, Bibliothèque, Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-École des Ponts ParisTech (ENPC)-Centre National de la Recherche Scientifique (CNRS)
Jazyk: angličtina
Rok vydání: 2018
Předmět:
Zdroj: EGU General Assembly 2018ERE5.5 Assessment of Barrier Integrity in Geological Repositories for Nuclear Waste Disposal and Contaminant Isolation
EGU General Assembly 2018ERE5.5 Assessment of Barrier Integrity in Geological Repositories for Nuclear Waste Disposal and Contaminant Isolation, Apr 2018, Vienne, Austria
Popis: International audience; Extensive preliminary studies have led the National RadioactiveWaste Management Agency (ANDRA) to thechoice of the Callovo-Oxfordian (COx) claystone of the Meuse/Haute-Marne as a host rock for a radioactive wasterepository because of its very low permeability and adequate mechanical properties, which allow for the geologicallayer to act as a natural barrier against the spreading of radionuclides in the biosphere. However, the concept ofunderground storage relies on the excavation of a network of wells and drifts, which damages the surrounding rock,leading to the creation of a so-called excavation damaged zone (EDZ) along the gallery walls. As a consequence,the overall water permeability is increased by several orders of magnitude. This EDZ is important in the context ofperformance assessment because it might represent a preferential pathway for dissolved radionuclides which couldreach prematurely the surrounding more permeable geological layers. Thankfully, existing fractures tend to closewhen this rock is wetted, mainly because of swelling phenomena and delayed deformations, which is referred toas self-sealing.We propose here to model the hydromechanical couplings that take place during self-sealing so that the progressiveresaturation of a drift may be studied from a theoretical standpoint. The swelling phenomena are first studied ina simplified linear elastic context to analyse the influence of geometry and boundary conditions on self-sealing,first at the scale of the sample using the finite element code Cast3M (CEA) to simulate the progressive resaturationaround a set of periodic elliptical cracks. Non trivial effects are brought to light, and lead to the conclusion that selfsealingneeds to be investigated at the level of the structure and not only at the level of the material. Thus, furtherinvestigations are performed at the scale of the underground drift. Using micromechanics, the EDZ is represented asa medium composed of a homogeneous matrix in which microcracks are distributed with preferential orientations.It should be noted that since the operation phase and the resaturation process take place over a hundred years anda few thousands of years respectively, delayed deformations are bound to develop, leading to convergence of thedrift walls. This first model provides insights that may be useful for understanding the response of the EDZ, butalso when developing a more elaborate model taking into account the viscoplastic behaviour of the rock in relationwith the water content. Both aspects indeed appear to have a significant impact on the macroscopic response ofthe COx claystone subject to swelling phenomena. We then propose to develop a model based on micromechanicsto describe the long-term response of the claystone. In this model, viscoplasticity is introduced at the interfacebetween the clay particles, and a homogenisation scheme is used to determine the behaviour of the clay matrix. Asecond homogenisation step is then required to introduce the quartz and calcite inclusions, and their damageableinterfaces with the matrix. The material response is then analysed and discussed as well as its implications withregards to self-sealing.
Databáze: OpenAIRE
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