Micro-structure and hydraulic conductivity of simulated sand-bentonite mixtures, Clays and Clay Minerals, vol.50, issue.5, pp.537-545, 2002. ,
DOI : 10.1346/000986002320679422
Prediction of the hydraulic conductivity of clays using the electric double layer theory, Canadian Geotechnical Journal, vol.36, issue.5, pp.783-792, 1999. ,
DOI : 10.1139/t99-052
Approaches for modelling gas flow in clay formations as repository systems, Physics and Chemistry of the Earth, Parts A/B/C, vol.33, pp.260-268, 2008. ,
DOI : 10.1016/j.pce.2008.10.037
Mechanisms of gas transport in clay barriers, Journal of Iberian Geology, vol.32, issue.2, pp.175-196, 2006. ,
Transport properties of unconventional gas systems, Marine and Petroleum Geology, vol.31, issue.1, pp.90-99, 2012. ,
DOI : 10.1016/j.marpetgeo.2011.11.009
Gas migration in sand/bentonite mixtures through preferential paths, Unsaturated Soils -Proceedings of the 5th International Conference on Unsaturated Soils, pp.1353-1359, 2011. ,
DOI : 10.1201/b10526-214
Nineteenth Canadian Geotechnical Colloquium: The soil-water characteristic curve: a historical perspective, Canadian Geotechnical Journal, vol.35, issue.5, pp.873-894, 1998. ,
DOI : 10.1139/t98-040
Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire valley???France, Building and Environment, vol.38, issue.9-10, pp.1151-1162, 2003. ,
DOI : 10.1016/S0360-1323(03)00074-X
URL : https://hal.archives-ouvertes.fr/hal-00069462
Experimental definition of microclimatic conditions based on water transfer and porous media properties for the conservation of prehistoric constructions: Cueva Pintada at Galdar, Gran Canaria, Spain, Environmental Geology, vol.6, issue.8, pp.56-1495, 2009. ,
DOI : 10.1007/BF00179281
Water flow and swelling pressure in non-saturated bentonite-based clay barriers. Engineering geology, pp.229-237, 1985. ,
Coupled Thermo-Hydro-Mechanical calculations of the water saturation phase of a KBS-3 deposition hole, 1999. ,
Compilation of Laboratory Data for Buffer and Backfill Materials in the Prototype Repository, 2001. ,
A test of the law of effective stress for crystalline rocks of low porosity, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol.5, issue.5, pp.415-426, 1968. ,
DOI : 10.1016/0148-9062(68)90045-4
Microclimate for cultural heritage, 1998. ,
Chemical impact on the hydro-mechanical behaviour of high-density FEBEX bentonite, Physics and Chemistry of the Earth, Parts A/B/C, vol.33, pp.516-526, 2008. ,
DOI : 10.1016/j.pce.2008.10.056
Modèles de comportement THHM, Document Aster, R7.01, pp.1-55, 2009. ,
Coupled transport and poro-mechanical properties of a heat-treated mortar under confinement, Cement and Concrete Research, vol.49, pp.10-20, 2013. ,
DOI : 10.1016/j.cemconres.2013.03.006
URL : https://hal.archives-ouvertes.fr/hal-00812167
Water retention and gas relative permeability of two industrial concretes, Cement and Concrete Research, vol.42, issue.7, 2012. ,
DOI : 10.1016/j.cemconres.2012.04.003
URL : https://hal.archives-ouvertes.fr/hal-00702563
The temperature effects on hydraulic conductivity of compacted bentonite, Applied Clay Science, vol.14, issue.1-3, pp.47-58, 1999. ,
DOI : 10.1016/S0169-1317(98)00047-7
Hydraulic Conductivity of Bentonite-Sand Mixture for A Potential Backfill Material for a High-level Radioactive Waste Repository, JOURNAL- KOREAN NUCLEAR SOCIETY, vol.32, issue.5, pp.495-503, 2000. ,
Experimental evidence of a moisture clog effect in cement-based materials under temperature, Cement and Concrete Research, vol.39, issue.12, pp.39-1139, 2009. ,
DOI : 10.1016/j.cemconres.2009.07.015
URL : https://hal.archives-ouvertes.fr/hal-00431767
Determining the unsaturated hydraulic conductivity of a compacted sand???bentonite mixture under constant-volume and free-swell conditions, Physics and Chemistry of the Earth, Parts A/B/C, vol.33, pp.462-471, 2008. ,
DOI : 10.1016/j.pce.2008.10.017
URL : https://hal.archives-ouvertes.fr/hal-00343508
WP3 meeting of the FP7 EU project Forge, 2012. ,
Permeability of macro-cracked argillite under confinement: Gas and water testing, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.667-680, 2007. ,
DOI : 10.1016/j.pce.2006.02.055
URL : https://hal.archives-ouvertes.fr/hal-00155358
Gas migration properties through a bentonite/argillite interface, Applied Clay Science, vol.42, issue.3-4, pp.639-648, 2009. ,
DOI : 10.1016/j.clay.2008.05.005
URL : https://hal.archives-ouvertes.fr/hal-00342302
Evidence of discontinuous and continuous gas migration through undisturbed and self-sealed COx claystone", présentation orale en séance plénière à la conférence internationale Clays in Natural and EngineeredBarriers for Radioactive Waste Management -5th International Meeting, pp.22-25, 2012. ,
Equilibre et transferts en milieux poreux, première partie: Etats d'équilibre, p.188, 2010. ,
State-of-the-Art hydraulic fracturing in the oil and gas industry, Unpubl. Nagra Int. Rep. Nagra, 2002. ,
A fast and accurate method to measure threshold capillary pressure of caprocks under representative conditions, p.46, 2006. ,
The network model of porous media, III. Dynamic properties of networks with tube radius distribution, Petroleum Transactions, AIME, vol.207, pp.164-177, 1956. ,
Moisture content of natural stone: static and dynamic equilibrium with atmospheric humidity, Environmental Geology, vol.46, issue.3-4, pp.391-401, 2004. ,
DOI : 10.1007/s00254-004-1040-1
Selection and thm characterization of the buffer material, 2005. ,
Gas breakthrough pressure in compacted Fo???Ca clay and interfacial gas overpressure in waste disposal context, Applied Clay Science, vol.17, issue.1-2, pp.85-97, 2000. ,
DOI : 10.1016/S0169-1317(00)00007-7
A conceptually simple derivation of the Kelvin equation, Chemical Engineering Science, vol.60, issue.16, pp.4659-4660, 2005. ,
DOI : 10.1016/j.ces.2005.03.030
Thin-layer Drying Kinetics of Raw Mango Slices, Biosystems Engineering, vol.95, issue.1, pp.43-49, 2006. ,
DOI : 10.1016/j.biosystemseng.2006.05.001
Modélisations thhm généralités et algorithmes, Document Aster, R7.01, pp.1-31, 2009. ,
Notice d'utilisation du modèle THM, Document Aster, pp.1-50, 2011. ,
Humidity fixed points of binary saturated aqueous solutions, Journal of Research of the National Bureau of Standards Section A: Physics and Chemistry, vol.81, issue.1, pp.89-96, 1977. ,
DOI : 10.6028/jres.081A.011
Etude expérimentale du système fer-smectite en présence de solution à 80 C et 300 C (Doctoral dissertation, 2002. ,
Soil science simplified, 1980. ,
Multiphase flow and transport processes in the subsurface: a contribution to the modeling of hydrosystems, 1997. ,
DOI : 10.1007/978-3-642-60763-9
Gas breakthrough experiments on finegrained sedimentary rocks, pp.3-23, 2002. ,
DOI : 10.1046/j.1468-8123.2002.00031.x
Hydro-mechanical behaviour of bentonite pellet mixtures, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.32-832, 2007. ,
DOI : 10.1016/j.pce.2006.04.037
Water, gas and solute movement through argillaceous media, Nuclear Energy Agency Rep. CC, issue.1, p.96, 1996. ,
Gas migration in clay barriers, Engineering Geology, vol.54, issue.1-2, pp.139-149, 1999. ,
DOI : 10.1016/S0013-7952(99)00069-1
Swelling Behavior of a Potential Buffer Material under Simulated Near Field Environment, Journal of Nuclear Science and Technology, vol.19, issue.5, pp.41-1271, 2004. ,
DOI : 10.1016/0169-1317(89)90005-7
Temperature effects on the swelling capacity and barrier performance of geosynthetic clay liners permeated with sodium chloride solutions, Geotextiles and Geomembranes, vol.33, pp.25-33, 2012. ,
DOI : 10.1016/j.geotexmem.2012.02.005
Comments on the limits of applicability of the mechanism of capillary condensation, Journal of Colloid and Interface Science, vol.31, issue.4, pp.479-489, 1969. ,
DOI : 10.1016/0021-9797(69)90049-6
Hydraulic conductivity of compacted bentonite???sand mixtures, Canadian Geotechnical Journal, vol.29, issue.3, pp.29-364, 1992. ,
DOI : 10.1139/t92-042
Neosiphonia flavimarina gen. et sp. nov. with a taxonomic reassessment of the genus Polysiphonia (Rhodomelaceae, Rhodophyta), Phycological Research, vol.1, issue.4, pp.271-281, 1999. ,
DOI : 10.1086/329054
Copper corrosion under expected conditions in a deep geologic repository, 2001. ,
The permeability of porous media to liquids and gases, Drilling and Production Practice, pp.41-200, 1941. ,
Feuchte, Lehrbuch der Bauphysik, pp.311-452, 1997. ,
DOI : 10.1007/978-3-322-94082-7_3
Experimental study on swelling characteristics of compacted bentonite, Canadian Geotechnical Journal, vol.31, issue.4, pp.478-490, 1994. ,
DOI : 10.1139/t94-057
Simplified evaluation for swelling characteristics of bentonites, Engineering Geology, vol.71, issue.3-4, pp.265-279, 2004. ,
DOI : 10.1016/S0013-7952(03)00140-6
Swelling pressures of compacted Cabentonite, Engineering Geology, vol.129, pp.20-26, 2012. ,
DOI : 10.1016/j.enggeo.2012.01.005
Imbibition test in a clay powder (MX-80 bentonite) Applied clay science, pp.235-248, 2004. ,
Rheological properties of organoclay suspensions in epoxy network precursors, Applied Clay Science, vol.25, issue.3-4, pp.207-219, 2004. ,
DOI : 10.1016/j.clay.2003.11.004
Water diffusion and fracture behavior in nanoporous low-k dielectric film stacks, Journal of Applied Physics, vol.106, issue.3, pp.33503-033503, 2009. ,
DOI : 10.1063/1.3187931
Etude expérimentale de la perméabilité relative des matériaux cimentaires et simulation numérique du transfert d'eau du béton, Thèse de doctorat, 2011. ,
Sealing ability of partially watersaturated bentonite/sand plugs, 2013. ,
Gas migration through compacted bentonite/sand under water and gas pressure, Clays in Natural and Engineered Barriers for Radioactive Waste Management -5th International Meeting, 2012. ,
Characterisation of gas transport properties of the Opalinus Clay, a potential host rock formation for radioactive waste disposal. Oil & gas science and technology, pp.121-139, 2005. ,
State of the Art on Gas Transport in the Tunnel Nearfield, pp.4-4, 2008. ,
Permeability of a bentonite???crushed granite rock mixture using different experimental techniques, G??otechnique, vol.53, issue.8, pp.53-747, 2003. ,
DOI : 10.1680/geot.2003.53.8.747
Controlling factors of the swelling of various bentonites and their correlations with the hydraulic conductivity of soil-bentonite mixtures, Applied Clay Science, vol.52, issue.1-2, pp.78-84, 2011. ,
DOI : 10.1016/j.clay.2011.01.033
Permeability of porous solids, Transactions of the Faraday Society, vol.57, pp.1200-1207, 1961. ,
DOI : 10.1039/tf9615701200
Impact de la fissuration sur les propriétés de rétention d`eau et de transport des géométraux Application au stockage profond des dechets radioactifs, French), 2012. ,
Etude expérimentale de la sorption d'eau et du gonflement des argiles par microscopie e´électronique à balayage environnementale (ESEM), 2002. ,
ESEM observations of compacted bentonite submitted to hydration/dehydration conditions, Colloids and Surfaces A: Physicochemical and Engineering Aspects, vol.262, issue.1-3, pp.14-22, 2005. ,
DOI : 10.1016/j.colsurfa.2005.03.021
A new model for predicting the hydraulic conductivity of unsaturated porous media, Water Resources Research, vol.12, issue.4, pp.513-522, 1976. ,
DOI : 10.1029/WR012i003p00513
Pore size distribution effects on the hydro-chemomechanical behaviour of bentonite. A: Micro et Nano: Scientiae Mare Magnum, 14th International Clay Conference, 2012. ,
Partially deuterated water dimers: Microwave spectra and structure, The Journal of Chemical Physics, vol.72, issue.9, p.5062, 1980. ,
DOI : 10.1063/1.439795
Gas generation and migration in Boom Clay, a potential host rock formation for nuclear waste storage, Engineering Geology, vol.64, issue.2-3, pp.287-296, 2002. ,
DOI : 10.1016/S0013-7952(01)00107-7
Gas migration through bentonite clay, 1983. ,
CAPILLARY CONDUCTION OF LIQUIDS THROUGH POROUS MEDIUMS, Physics, vol.1, issue.5, pp.318-335, 1931. ,
DOI : 10.1063/1.1745010
Water movement in porous materials: Part 1 - Isothermal vapour transfer, British Journal of Applied Physics, vol.14, issue.5, p.256, 1963. ,
DOI : 10.1088/0508-3443/14/5/308
Water permeability, water retention and microstructure of unsaturated compacted Boom clay, Engineering Geology, vol.54, issue.1-2, pp.117-127, 1999. ,
DOI : 10.1016/S0013-7952(99)00067-8
Temperature effects on the hydraulic behaviour of an unsaturated clay, Geotechnical & Geological Engineering, vol.19, pp.3-4, 2001. ,
DOI : 10.1007/978-94-015-9775-3_5
Snap-off in constricted tubes and porous media, Colloids and Surfaces A: Physicochemical and Engineering Aspects, vol.166, issue.1-3, pp.101-107, 2000. ,
DOI : 10.1016/S0927-7757(99)00408-2
On the demonstration of the younglaplace equation in introductory physics courses, Transactions, vol.38, pp.126-129, 2000. ,
Moisture movement in porous materials under temperature gradients, Transactions, American Geophysical Union, vol.73, issue.2, pp.222-232, 1957. ,
DOI : 10.1029/TR038i002p00222
Etude de l'évolution de propriétés macroscopiques d'une bentonite industrielle compactée à différentes pressions: Comportement mécanique, conductivité thermique et porosité, 2002. ,
Role of Interfaces in Bentonite-Block Assemblies as Favoured Pathways for Gas Transport. International Symposium and workshop on Gas generation and migration: Implications for the performance of geological repositories for radioactive waste disposal, FORGE EU project Dissemination Symposium, 2013. ,
A new method for quantitative petrography based on image processing of chemical element maps: Part I. Mineral mapping applied to compacted bentonites, American Mineralogist, vol.95, issue.10, pp.95-1379, 2010. ,
DOI : 10.2138/am.2010.3431
Gas migration through bentonite clay, 1983. ,
Experimental study of the effect of high porewater salinity on the physical properties of a natural smectitic clay, Svensk Kärnbränslehantering AB, 2001. ,
Determination of hydraulic conductivity of sandbentonite mixtures for engineering purposes, Geotechnical and Geological Engineering, vol.20, issue.1, pp.65-80, 2002. ,
DOI : 10.1023/A:1013857823676
Physical and mechanical properties of a compacted silty sand with low bentonite fraction, Canadian Geotechnical Journal, vol.35, issue.6, pp.909-925, 1998. ,
DOI : 10.1139/t98-066
Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials, Canadian Geotechnical Journal, vol.48, issue.2, pp.199-213, 2011. ,
DOI : 10.1139/T10-064
Measurement of gas entry pressure, 2011. ,
Pétrophysique et poromécanique de l'argilite, Thèse de doctorat ,
In situ observations of the swelling of bentonite aggregates in NaCl solution, Applied Clay Science, vol.29, issue.2, pp.89-98, 2005. ,
DOI : 10.1016/j.clay.2004.11.001
A new isotropic cell for studying the thermomechanical behavior of unsaturated expansive clays, Geotechnical Testing Journal, vol.30, issue.5, pp.341-348, 2007. ,
URL : https://hal.archives-ouvertes.fr/hal-00177240
Threshold Pressure Phenomena in Porous Media, Society of Petroleum Engineers Journal, vol.8, issue.02, pp.174-184, 1968. ,
DOI : 10.2118/1816-PA
LX. On the equilibrium of vapour at a curved surface of liquid, The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, vol.42, issue.282, pp.448-452, 1871. ,
Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores, Water Resources Research, vol.135, issue.8, pp.1949-1964, 1999. ,
DOI : 10.1029/1999WR900098
Retention of water in soil and the soil water characteristic curve. Encyclopaedia of Soils in the Environment, 2003. ,
Hydraulic fracture mechanics, 1997. ,
A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, America Journal, vol.44, pp.1892-1898, 1980. ,
Variation of the intrinsic permeability of expansive clay upon saturation. 259-266 in Clay Science for Engineering, 2001. ,
Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite, Applied Clay Science, vol.26, issue.1-4, pp.337-350, 2004. ,
DOI : 10.1016/j.clay.2003.12.026
State of the bentonite barrier after five years operation of an in situ test simulating a high level radioactive waste repository, Engineering Geology, vol.80, issue.3-4, pp.175-198, 2005. ,
DOI : 10.1016/j.enggeo.2005.05.001
Dismantling of the first section of the FEBEX in situ test: THM laboratory tests on the bentonite blocks retrieved, Physics and Chemistry of the Earth, Parts A/B/C, vol.32, issue.8-14, pp.32-716, 2007. ,
DOI : 10.1016/j.pce.2006.03.009
Influence of dry density and water content on the swelling of a compacted bentonite, Applied Clay Science, vol.39, issue.1-2, pp.38-49, 2008. ,
DOI : 10.1016/j.clay.2007.04.007
Porosity Changes due to Hydration of Compacted Bentonite, Unsaturated Soils: Research and Applications, pp.137-144, 2012. ,
DOI : 10.1007/978-3-642-31116-1_18
Results of the tests on bentonite, 2011. ,
The Dynamics of Capillary Flow, Physical Review, vol.17, issue.3, p.273, 1921. ,
DOI : 10.1103/PhysRev.17.273
Low-pressure solubility of gases in liquid water, Chemical Reviews, vol.77, issue.2, pp.219-262, 1977. ,
DOI : 10.1021/cr60306a003
An upscaling method and a numerical analysis of swelling/shrinking processes in a compacted bentonite/sand mixture. International journal for numerical and analytical methods in geomechanics, pp.28-1479, 2004. ,
An experimental study of the water transfer through confined compacted GMZ bentonite, Engineering Geology, vol.108, issue.3-4, pp.169-176, 2009. ,
DOI : 10.1016/j.enggeo.2009.08.003
URL : https://hal.archives-ouvertes.fr/hal-00418913
Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions, Engineering Geology, vol.126, pp.1-7, 2012. ,
DOI : 10.1016/j.enggeo.2011.10.011
URL : https://hal.archives-ouvertes.fr/hal-00693404
Swelling behaviors of GMZ bentonite???sand mixtures inundated in NaCl???Na2SO4 solutions, Nuclear Engineering and Design, vol.242, pp.115-123, 2012. ,
DOI : 10.1016/j.nucengdes.2011.10.042
166 A.2.1 Modèle géométrique de la simulation numérique, p.166 ,
il est difficile à l'humidité de pénétrer dans le noyau de l'échantillon, et ici, ce qui peut être prouvé par le profil de la courbe de A_3, voir Figure A. 13 (a) et (b) La valeur de la de A_3 est toujours stable à 0,5, ce qui signifie que le noyau de l'échantillon n'est perturbé ni par le gaz ni par l'humidité ,