Modelling the hydromechanical-gas behaviour of fractured clayey rocks
| ABG-139979 | Thesis topic | |
| 2026-08-03 | Public/private mixed funding |
- Engineering sciences
- Energy
- Civil engineering, construction and public works
Topic description
Context:
In the context of operating and utilising underground spaces (e.g., for transport, deep geological disposal, etc.), the behaviour of rocks surrounding galleries and tunnels determines their stability and usability, during both construction and operational phases. Failure to maintain the structural integrity of these excavations can lead to operational difficulties or a loss of structural stability. The Cigéo disposal facility project involves long-term, deep geological disposal solutions for wastes, requiring a thorough understanding, in the short and long term, of underground structures and of the multiphysics behaviour of the surrounding rock mass. The Andra possesses a substantial body of knowledge regarding the modelling and the characterisation of the behaviour of the Callovo-Oxfordian claystone, the host rock of the Cigéo facility, under hydraulic loading and gas injection conditions at various scales. This knowledge base has been established through testing on rock samples taken from the Meuse/Haute-Marne Underground Research Laboratory, in situ experiments, and modelling work based on equivalent porous medium approaches. Expanding this knowledge through experimental and numerical studies enhances the understanding of the physical processes occurring throughout the lifecycle of the Cigéo facility and facilitates their integration into design, optimisation, and safety assessments.
Objectives and method:
The objective of the thesis work will be to develop and/or improve:
- (1) numerical methods to determine the coupling between the hydraulic properties of Callovo-Oxfordian claystone and deformation, based on pore networks derived from imaging-based characterization;
- (2) models (discrete and/or equivalent continuum) representing the mechanisms of fracture initiation and propagation induced by gas solicitation at the macroscopic scale, drawing on experimental data;
- (3) modelling at the scale of in situ experiments and Cigéo structures that incorporate the phenomenon of self-sealing;
- (4) models accounting for fracture re-closure and its consequences for Cigéo structures.
The thesis research works will aim to reduce uncertainty regarding the hydraulic parameters of the Callovo-Oxfordian formation (gas entry and breakthrough pressures, water permeability, water retention curve, etc.), and to enhance the understanding of gas migration mechanisms in the argillite. Among them, a focus will be put on the modelling and understanding of the mechanisms driving the transition from gas migration to gas-induced fracturing, the propagation mechanisms of existing fractures within the Callovo-Oxfordian formation in the context of underground repository, and the effects of self-sealing and fracture re-closure around the Cigéo repository structures during both the operational and post-closure phases.
Starting date
Funding category
Funding further details
Presentation of host institution and host laboratory
Université de Lyon : https://www.universite-lyon.fr/
Ecole nationale des travaux publics de l'Etat (ENTPE) : https://www.entpe.fr/
Laboratoire de Tribologie et Dynamique des Systèmes (LTDS) : http://ltds.ec-lyon.fr/
PhD title
Country where you obtained your PhD
Institution awarding doctoral degree
Graduate school
Candidate's profile
Candidate profile:
Candidates can apply for a 3-year PhD scholarship at University of Lyon (ENTPE engineering school, LTDS laboratory, Lyon, France). Applications are welcome from students graduated (Msc.) in the fields of civil, mechanical, materials, and geotechnical engineering, or geosciences. Knowledge in mechanics of porous/fractured media, constitutive modelling of geomaterials, multiphysics, and interest for numerical methods in geomechanics is required. The 3-year project will give the applicant opportunities to develop various technical skills (advanced numerical methods, poromechanics, elastoplasticity, damage approach, etc.) and to integrate a dynamic geomechanics network having a large experience in numerical modelling. The successful applicant will use and improve coupled non-linear finite element models, based on experimental data. The ability to communicate orally and write in English is required and international mobility is encouraged.
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