Behaviour of Weak Shales in Underground Environments

Author:

Martin C. Derek,Giger Silvio,Lanyon G. W.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference22 articles.

1. Amann F, Kaiser PK, Button EA (2012) Experimental study of brittle behavior of clay shale in rapid triaxial compression. Rock Mech Rock Eng 45(1):21–33

2. Armand G, Noiret A, Zghondi J, Seyedi DM (2013) Short- and long-term behaviors of drifts in the Callovo-Oxfordian claystone at the Meuse/Haute-Marne underground research laboratory. J Rock Mech Geotech Eng 5(3):221–230

3. Bernier F, Li XL, Bastiaens W (2007) Twenty-five years’ geotechnical observation and testing in the tertiary boom clay formation. Géotechnique 57(2):229–237

4. Bock H, Dehandschutter B, Martin CD, Mazurek M, de Haller A, Skoczylas F, Davy C (2010) Self-sealing of fractures in argillaceous formations in the context of geological disposal of radioactive waste. NEA 6184. Nuclear Energy Agency Organisation for Economic Co-Operation and Development

5. Chern, JC, CW Yu, Shiao FY (1998) Tunnelling in squeezing ground and support estimation. In: Proceedings of the regional symposium on sedimentary rock engineering, Taipei, pp 293–297

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