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Influence of Hydromechanical Couplings on the Resaturation of Engineered Barriers

Published online by Cambridge University Press:  10 February 2011

T. Lassabatere*
Affiliation:
Commissariat è l'Energie Atomique, DCC/DESD/SESD, CEN Saclay, 91191 Gif /Yvette, France
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Abstract

This paper presents a fully coupled model for unsaturated deformable materials like swelling clays of engineered barriers. A thermodynamic framework is adopted which allows to take into account the influence of the mechanical variables (stress and strain tensors) upon the hydraulic part of the state equations (suction - water content relation). So, a fully coupled behaviour formulation is stated which, when combined with « classical » phenomenological relations, makes it possible to study the influence of the mechanical state of the barrier on the kinetics of its resaturation.

Type
Research Article
Copyright
Copyright © Materials Research Society 1998

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References

REFERENCES

1 Bear, J. & Bachmat, Y., Introduction to Modeling of Transport Phenomena in Porous Media, Kluwer Academic Publishers, Dordrecht/Boston/London, 1990.Google Scholar
2 Bishop, A.W., « The principle of effective stress », Tecknisk Ukeflad, n°39, 859863 (1959).Google Scholar
3 Coussy, O., Mechanics of Porous Continua, John Wiley and Sons, Chichester, 1995.Google Scholar
4 Dangla, P. & Coussy, O., « Drainage and Drying of Porous Materials »,, in IUTAM, Proc. Symp. on Mech. of Granular and Porous Materials, Cambridge, 1996.Google Scholar
5 Imbert, C., Etude de l'hydratation uniaxiale d'échantillons d'argile compact6e par la méthode gammadensimétrique double source, Technical note CEA SCS/93.45 (1993).Google Scholar
6 Lajudie, A., Raynal, J., Petit, J.C., Toulhoat, P., « Clay-Based Materials for Engineered Barriers: a Review », Mat. Res. Society Proc. Vol 353, Material Research Society, 1995.Google Scholar
7 Lassabatere, T., Couplages hydro-mécaniques en milieu poreux non saturé avec changement de phase. Application au retrait de dessiccation, Thèse de I'ENPC, Paris, 1994.Google Scholar
8 Shrefler, B.A., Simoni, L., Xikui, Li, Zienkewicz, O.C., « Mechanics of Partially Saturated Media », Numerical methods and constitutive modelling in geomechanics, Springer-Verlag, 1990.Google Scholar
9 Volckaer, G. et al. , Thermal-hydraulic-mechanical and geochemical behaviour of the clay barrier in radioactive waste repositories, Final Report, EUR 16744 EN, 1996.Google Scholar