Observations and predictions of hydromechanical coupling effects in the Boom clay, Mol Underground Research Laboratory, Belgium

Author:

Barnichon Jean-Dominique,Volckaert Geert

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Water Science and Technology

Reference16 articles.

1. Alheid HJ, Knecht M, Boisson JY, Homand-Etienne F, Pepa S (1999) Comparison of in-situ hydraulic and seismic measurements in the excavation of damaged zone of underground drifts. In: Vouille G, Berest P (eds) Proc 9th Int Congr on Rock Mechanics, Publ 2, AA Balkema, Rotterdam, pp 1263–1266,

2. Baldi G, Borsetto M, Hueckel T (1987) Calibration of mathematical models for simulation of thermal, seepage and mechanical behaviour of Boom clay. EUR 10924, CEC Nuclear Science and Technology, Luxembourg

3. Baldi G, Hueckel T, Peano A, Pellegrini R (1991) Developments in modelling of the thermo-hydro-geomechanical behaviour of Boom clay and clay-based buffer materials. EUR 13365, CEC Nuclear Science and Technology, Luxembourg

4. Barnichon JD (2002) Contribution of the bounding surface plasticity to the simulation of gallery excavation in plastic clays. Eng Geol 64(2/3):217–231

5. Bernier F, Van Cauteren L (1998) Instrumentation programme near the face of an advancing tunnel in Boom clay. In: Evangelista A, Picarelli L (eds) The geotechnics of hard soils/soft rocks. AA Balkema, Rotterdam, pp 953–959

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