Hydro-mechanical Modeling of Tunnel Excavation in Anisotropic Shale with Coupled Damage-Plasticity and Micro-dilatant Regularization

Author:

Parisio F.,Vilarrasa V.,Laloui L.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference53 articles.

1. Ambrose J (2014) Failure of Anisotropic Shales under Triaxial Stress Conditions. Ph.D. Thesis, Imperial College London

2. Bock H (2009) RA experiment: updated review of the rock mechanics properties of the opalinus clay of the Mont Terri URL based on Laboratory and Field Testing. Mont Terri Project, Technical Report 2008-04. swisstopo, Seftigenstrasse 264, 3084 Wabern, Switzerland. http://www.swisstopo.ch

3. Boidy E, Bouvard A, Pellet F (2002) Back analysis of time-dependent behaviour of a test gallery in claystone. Tunn Undergr Sp Technol 17:415–424

4. Bossart P, Thury M (2007) Research in the Mont Terri Rock laboratory: quo vadis? Phys Chem Earth Parts A/B/C 32:19–31

5. Bossart P, Meier PM, Moeri A, Trick T, Mayor J-C (2002) Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory. Eng Geol 66:19–38

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