Contribution of HADES URL to the development of the Cigéo project, the French industrial centre for geological disposal of high-level and long-lived intermediate-level radioactive waste in a deep clay formation

Author:

Armand Gilles1ORCID,Plas Fréderic1,Talandier Jean1,Dizier Arnaud2,Li Xiang Ling2,Levasseur Severine3

Affiliation:

1. French National Radioactive Waste Management Agency, (ANDRA), 1/7, rue Jean Monnet, Parc de la Croix-Blanche, 92298 Châtenay-Malabry Cedex, France

2. European Underground Research Infrastructure for Disposal of Nuclear Waste in Clay Environment (EURIDICE), Boeretang 200, 2400 Mol, Belgium

3. ONDRAF/NIRAS, Avenue des arts 14, B-1210 Bruxelles, Belgium

Abstract

Abstract In the 1980s, HADES (High-Activity Disposal Experimental Site) was the first underground research laboratory (URL) dedicated to the study of the geological disposal of radioactive waste in a deep clay formation, the Boom Clay. It was not until the early 2000s, after a siting process, that ANDRA implemented the Meuse/Haute-Marne URL, in the Callovo-Oxfordian formation at a depth of about 500 m in order to develop the Cigéo project (French industrial centre for geological disposal). ANDRA therefore relied heavily on the work carried out in HADES, through numerous co-operation projects (participation in in situ experiments) both between ANDRA and ONDRAF/NIRAS and SCK CEN (EURIDICE) and/or with Mont Terri consortium, and within European projects (CLIPEX, RESEAL, etc.). This was driven by a dual objective: (1) to prepare its own experimental programmes in the Meuse/Haute-Marne underground laboratory (methodology, experimental devices and protocols, etc.); and (2) to acquire general knowledge on the behaviour of argillaceous rocks, in particular in terms of similarity and differences between the various argillaceous rocks. This paper illustrates the contribution of HADES to the ANDRA programme. This concerns the characterization of the claystone behaviour, host rock and swelling clay-based seals (hydromechanical, thermo-hydromechanical, excavation damaged zone, etc.), and the design and the behaviour of underground structures and seals in deep clay formation (constructability, lining/support, etc.).

Publisher

Geological Society of London

Subject

Geology,Ocean Engineering,Water Science and Technology

Reference49 articles.

1. Armand, G. and Su, K. 2006. Hydromechanical coupling phenomena observed during a shaft sinking in a deep argillaceous rock. In: Weiya Xu (ed.) Proceedings of the Geoproc 2006 International Symposium, Hohai University, 22–24 May, Nanjing, China, 725–731.

2. Short- and long-term behaviors of drifts in the Callovo-Oxfordian claystone at the Meuse/Haute-Marne Underground Research Laboratory

3. Geometry and Properties of the Excavation-Induced Fractures at the Meuse/Haute-Marne URL Drifts

4. L'apport du Laboratoire souterrain de l'Andra pour le choix et la mise au point des techniques de creusement des ouvrages souterrains du projet de stockage de déchets radioactifs Cigéo;Armand G.;Tunnels et Espace Souterrain (AFTES),2015

5. Armand, G., Noiret, A., Morel, J. and Seyedi, D.M. 2015b. Pore pressure change during the excavation of deep tunnels in the Callovo-Oxfordian claystone. In: Proceedings of 13th ISRM Congress, 10–13 May 2015, Montreal.

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