A pragmatic approach to abstract the excavation damaged zone around tunnels of a geological radioactive waste repository: application to the HG-A experiment in Mont Terri

Author:

Alcolea Andrés1,Kuhlmann Uli1,Marschall Paul2,Lisjak Andrea3,Grasselli Giovanni3,Mahabadi Omid3,de La Vaissière Rémi4,Leung Helen5,Shao Hua6

Affiliation:

1. TK Consult AG, Hallenstrasse 10, 8008 Zürich, Switzerland

2. National Cooperative for the Disposal of Radioactive Waste (NAGRA), Hardstrasse 73, 5430 Wettingen, Switzerland

3. Geomechanica Inc., 90 Adelaide Street West, Toronto, Ontario M5H 3V9, Canada

4. French National Agency for Radioactive Waste Management (ANDRA), RD 960, 55290 Bure, France

5. Nuclear Waste Management Organization, 22 St Clair Avenue East, Toronto, Ontario M4T 2S3, Canada

6. Federal Institute for Geosciences and Natural Resources, Stilleweg 2, 30655 Hannover, Germany

Abstract

AbstractThe excavation damaged zone (EDZ) around the backfilled tunnels of a geological repository represents a possible release path for radionuclides, corrosion and degradation gases that needs to be adequately addressed by safety assessment (SA) modelling tools. The hydromechanical phenomena associated with the creation and temporal evolution of the EDZ are of high complexity, precluding detailed representations of the EDZ in conventional SA. Thus, simplified EDZ models mimicking the safety-relevant features of the EDZ are required. In this context, a heuristic modelling approach has been developed to represent the creation and evolution of the EDZ in an abstracted and simplified manner. The key features addressed are the stochastic character of the excavation-induced fracture network and the self-sealing processes associated with the re-saturation after backfilling of the tunnels. The approach has been applied to a range of generic repository settings to investigate the impact of repository depth and in situ conditions on the hydraulic significance of the EDZ after repository closure. The model has been benchmarked with a dataset from a self-sealing experiment at the Mont Terri underground rock laboratory (URL), demonstrating the ability of the approach to mimic the evolution of the hydraulic significance of the EDZ during the re-saturation phase.

Publisher

Geological Society of London

Subject

Geology,Ocean Engineering,Water Science and Technology

Reference33 articles.

1. Alcolea A. , Kuhlmann U. , Lanyon G.W. & Marschall P. 2014. Hydraulic Conductance of the EDZ Around Underground Structures of a Geological Repository for Radioactive Waste – A Sensitivity Study for the Candidate Host Rocks in the Proposed Siting Regions in Northern Switzerland. NAGRA Arbeitsbericht NAB 13-94. NAGRA, Wettingen, Switzerland.

2. Alheid H.J. , Aranyossy J.F. , Blümling P. , Hoteit N. & Van Geet M. 2007. EDZ Development and Evolution – State of the Art. NF-PRO. Contract Number F16W-CT-2003-02389. European Commission, Luxembourg.

3. Aranyossy J.F. , Mayor J.C. 2008. EDZ Development and Evolution (RTDC 4) – Final Synthesis Report (D. 4.5.3). FP6-EURATOM/NF-PRO, F16W-CT-2003-02389. European Commission, Luxembourg.

4. Bengtsson A. , Grundfelt B. , Markstrom A. & Rasmuson A. 1991. Impact from the Disturbed Zone on Nuclide Migration – A Radioactive Waste Repository Study. SKB Technical Report 91-11. SKB, Stockholm.

5. Bernier F. , Li X.L. 2007. Fractures and Self-healing within the Excavation Disturbed Zone in Clays (SELFRAC). Final Report, EURATOM, Fifth Framework Programme, Contract No. FIKW-CT2001-00182. European Commission, Luxembourg.

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