Experimental Study of the Brittle Behavior of Clay shale in Rapid Unconfined Compression

Author:

Amann Florian,Button Edward Alan,Evans Keith Frederick,Gischig Valentin Samuel,Blümel Manfred

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference82 articles.

1. Amann F, Button EA, Thoeny R, Loew S (2009) RC-experiment, rock mass characterisation. ENSI Erfahrungs- und Forschungsbericht 2009:177–185

2. Amann F, Kaiser PK, Steiner W (2010a) Triggering swelling potential of anhydrite clay rocks by brittle failure processes. In: Zhao J, Labiouse V, Dudt J-P, Mathier J-F (eds) Rock mechanics and environmental engineering. Paper presented at European Rock Mechanics Symposium 2010, Lausanne, Switzerland. Taylor & Francis Group, London, pp 339–342. ISBN 978-0-415-58654-2

3. Amann F, Button EA, Blümel M, Toeny R (2010b) Insight into the mechanical behaviour of Opalinus Clay. In: Zhao J, Labiouse V, Dudt J-P, Mathier J-F (eds) Rock mechanics and environmental engineering. Paper presented at European Rock Mechanics Symposium 2010, Lausanne, Switzerland. Taylor & Francis Group, London, pp 759–762, ISBN 978-0-415-58654-2

4. Aristorenas GV (1992) Time-depended behavior of tunnels excavated in shale. Ph.D-thesis, Department of Civil Engineering, Massachusetts Institute of Technology, Massachusetts, USA

5. Bai T, Pollard DD (2000) Fracture spacing in layered rocks: a new explanation based on the stress transition. J Struct Geol 22:43–57

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