Ce travail s’inscrit dans le cadre du projet Cigéo (Centre industriel de stockage géologique de déchets radioactifs) et a porté sur la valorisation des argilites du Callovo-Oxfordien sous forme de coulis d’injection activé alcalinement. Cette utilisation requiert un liant présentant une importante durée pratique d’utilisation (~24 heures) et une valeur de pH modérée (10-11). Ainsi l’activation thermique de l’argilite a dû être maitrisée afin d’accroitre la réactivité des espèces argileuses tout en limitant la décarbonatation, pour éviter la présence de calcium réactif. Une solution alcaline silicatée potassique, de réactivité modérée (Si/K = 0,70), a été utilisée pour l’activation alcaline des argilites calcinées. Afin de développer le coulis, il a été nécessaire de favoriser la réactivité de l’argilite par addition de métakaolin et d’incorporer des additifs à base de bore. Un coulis dont les caractéristiques correspondent à celles visées a ainsi été obtenu. Enfin, une étude du liant dans des conditions proches de celles de l’utilisation finale (injection entre la couche géologique d’argilites et le chemisage de déchets radioactifs) a été menée. Pour cela, le liant a été mis en contact avec un bloc d’argilites du Callovo-Oxfordien, à une température de 90 °C (température maximale en condition d’usage). Il a ainsi été mis en évidence qu’à 90 °C le réseau géopolymère se réorganise (intégration du bore dans le réseau et formation éventuelle de zéolite). La mise en contact du liant avec l’argilite géologique a aussi permis d’identifier une diffusion du potassium dans les argilites du Callovo-Oxfordien. / In the context of Cigéo project (geological industrial disposal for radioactive wastes), this work focuses on the valorization of Callovo-Oxfordian argillite by the formulation of an alkali-activated grout. This application required a high setting time (close to 24 hours) and a moderate pH value (10-11). Thus, the argillite thermal treatment has been adapted to alter clays minerals without decomposing carbonate species (to avoid the presence of reactive calcium). A potassium-based silicate solution, with moderated reactivity (Si/K = 0.70), has been used for the alkali-activation step. Concerning the grout formulation, it has been necessary to enhance the argillite reactivity by the insertion of metakaolin and to add boron-based compounds. The resulting grout was in accordance with the specification. Finally, a study of the binder in an environment close to the using conditions (injection between geological layer and a radioactive waste lining) has been investigated. In this aim, the binder has been casted in contact with the geological argillite at 90 °C. It was evidenced a network reorganization at 90 °C (boron integration in the network and possible formation of zeolite). Potassium diffusion from the binder to the argillite has also been observed.

Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffusivity, a possible self-healing of fractures, and a good capacity to retard radionuclide transport. In recent years, sedimentary rocks are investigated by many research groups for their suitability for the disposal of radioactive waste. Development of deep geologic repositories (DGRs) for the storage of radioactive waste within these formations causes progressive modification to the state of stress, to the groundwater regime, and to the chemistry of the rock mass. Thermal effects due to the ongoing nuclear activity can cause additional disturbances to the system. All these changes in the system are coupled and time-dependent processes. These coupled processes can result in the development of an excavation damaged zone (EDZ) around excavations. More permeable than the undisturbed rock, the EDZ is likely to be a preferential pathway for water and gas flow. Consequently, the EDZ could be a potential exit pathway for the radioactive waste to biosphere. An investigation of the Hydraulic-Mechanical (HM) and Thermal-Hydraulic-Mechanical-Chemical (THMC) behaviour of sedimentary rock formations is essential for the development of DGRs within such formations. This research work consists of (1) an experimental investigation of the mechanical behaviour of the anisotropic Tournemire argillite, (2) modeling of the mechanical behaviour of the Tournemire argillite, and (3) numerical simulations of the mechanical and hydromechanical behavior of two host sedimentary rocks, the Tournemire argillite and Cobourg limestone, for deep geological repository for nuclear wastes. The experimental program includes the measurements of the physical properties of the Tournemire argillite and its mechanical response to loading during uniaxial compression tests, triaxial compression tests with different confining pressures, unconfined and confined cyclic compression tests, Brazilian tests, and creep tests. Also, acoustic emission events are recorded to detect the initiation and propagation of microcracks within the rock during the uniaxial testing. The approach for modeling the mechanical behaviour of the Tournemire argillite consists of four components: elastic properties of the argillite, a damage model, the proposed concept of mobilized strength parameters, and the classical theory of elastoplasticity. The combination of the four components results in an elastoplastic-damage model for describing the mechanical behaviour of the Tournemire argillite. The capabilities of the model are evaluated by simulating laboratory experiments. Numerical simulations consist of: (1) a numerical simulation of a mine-by-test experiment at the Tournemire site (France), and (2) numerical simulations of the mechanical and hydromechanical behaviour of the Cobourg limestone within the EDZ (Canada). The parameters influencing the initiation and evolution of EDZ over time in sedimentary rocks are discussed.

Sedimentary rocks are characterized with very low permeability (in the order of 10-22 m2), low diffusivity, a possible self-healing of fractures, and a good capacity to retard radionuclide transport. In recent years, sedimentary rocks are investigated by many research groups for their suitability for the disposal of radioactive waste. Development of deep geologic repositories (DGRs) for the storage of radioactive waste within these formations causes progressive modification to the state of stress, to the groundwater regime, and to the chemistry of the rock mass. Thermal effects due to the ongoing nuclear activity can cause additional disturbances to the system. All these changes in the system are coupled and time-dependent processes. These coupled processes can result in the development of an excavation damaged zone (EDZ) around excavations. More permeable than the undisturbed rock, the EDZ is likely to be a preferential pathway for water and gas flow. Consequently, the EDZ could be a potential exit pathway for the radioactive waste to biosphere. An investigation of the Hydraulic-Mechanical (HM) and Thermal-Hydraulic-Mechanical-Chemical (THMC) behaviour of sedimentary rock formations is essential for the development of DGRs within such formations. This research work consists of (1) an experimental investigation of the mechanical behaviour of the anisotropic Tournemire argillite, (2) modeling of the mechanical behaviour of the Tournemire argillite, and (3) numerical simulations of the mechanical and hydromechanical behavior of two host sedimentary rocks, the Tournemire argillite and Cobourg limestone, for deep geological repository for nuclear wastes. The experimental program includes the measurements of the physical properties of the Tournemire argillite and its mechanical response to loading during uniaxial compression tests, triaxial compression tests with different confining pressures, unconfined and confined cyclic compression tests, Brazilian tests, and creep tests. Also, acoustic emission events are recorded to detect the initiation and propagation of microcracks within the rock during the uniaxial testing. The approach for modeling the mechanical behaviour of the Tournemire argillite consists of four components: elastic properties of the argillite, a damage model, the proposed concept of mobilized strength parameters, and the classical theory of elastoplasticity. The combination of the four components results in an elastoplastic-damage model for describing the mechanical behaviour of the Tournemire argillite. The capabilities of the model are evaluated by simulating laboratory experiments. Numerical simulations consist of: (1) a numerical simulation of a mine-by-test experiment at the Tournemire site (France), and (2) numerical simulations of the mechanical and hydromechanical behaviour of the Cobourg limestone within the EDZ (Canada). The parameters influencing the initiation and evolution of EDZ over time in sedimentary rocks are discussed.