4.2 Article Proceedings Paper

In-situ experiments on bentonite-based buffer and sealing materials at the Mont Terri rock laboratory (Switzerland)

Journal

SWISS JOURNAL OF GEOSCIENCES
Volume 110, Issue 1, Pages 253-268

Publisher

SPRINGER INT PUBL AG
DOI: 10.1007/s00015-016-0247-y

Keywords

Engineered barrier system; In-situ experiments; Bentonite; Sand-bentonite mixture; Nuclear waste disposal

Funding

  1. European Atomic Energy Community [FIKW-CT-2000-00017, FI6W-CT-2004-07-20-508851, 249681]
  2. Swiss Federal Office for Education and Science
  3. German Federal Ministry of Economics and Energy

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Repository concepts in clay or crystalline rock involve bentonite-based buffer or seal systems to provide containment of the waste and limit advective flow. A thorough understanding of buffer and seal evolution is required to make sure the safety functions are fulfilled in the short and long term. Experiments at the real or near-real scale taking into account the interaction with the host rock help to make sure the safety-relevant processes are identified and understood and to show that laboratory-scale findings can be extrapolated to repository scale. Three large-scale experiments on buffer and seal properties performed in recent years at the Mont Terri rock laboratory are presented in this paper: The 1:2 scale HE-E heater experiment which is currently in operation, and the full-scale engineered barrier experiment and the Borehole Seal experiment which have been completed successfully in 2014 and 2012, respectively. All experiments faced considerable difficulties during installation, operation, evaluation or dismantling that required significant effort to overcome. The in situ experiments show that buffer and seal elements can be constructed meeting the expectations raised through small-scale testing. It was, however, also shown that interaction with the host rock caused additional effects in the buffer or seal that could not always be quantified or even anticipated from the experience of small-scale tests (such as re-saturation by pore-water from the rock, interaction with the excavation damaged zone in terms of preferential flow or mechanical effects). This led to the conclusion that testing of the integral system buffer/rock or seal/rock is needed.

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