Structurally-controlled failure and damage around an opening in faulted Opalinus Clay shale at the Mont Terri Rock Laboratory: In-situ experimental observation and 3D numerical simulation
Author:
Funder
Swiss Federal Nuclear Safety Inspectorate
Publisher
Elsevier BV
Reference46 articles.
1. Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory;Bossart;Eng Geol,2002
2. Geohydromechanical processes in the Excavation Damaged Zone in crystalline rock, rock salt, and indurated and plastic clays - In the context of radioactive waste disposal;Tsang;Int J Rock Mech Min Sci,2005
3. Coupled thermo-hydro-mechanical processes in the near field of a high-level radioactive waste repository in clay formations;Tsang;Int J Rock Mech Min Sci,2012
4. The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment;Blümling;Phys Chem Earth, A/B/C,2007
5. Characterisation of excavation-induced damage around a short test tunnel in the Opalinus Clay;Yong;Rock Mech Rock Eng,2017
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