A constitutive model for partially saturated soils, G??otechnique, vol.40, issue.3, pp.405-430, 1990. ,
DOI : 10.1680/geot.1990.40.3.405
Petroleum research in North Sea chalk. Joint chalk research, phase IV, pp.47-153, 1995. ,
A review of selected engineering geological characteristics of English Chalk, Engineering Geology, vol.54, issue.3-4, pp.237-269, 1999. ,
DOI : 10.1016/S0013-7952(99)00043-5
Une classification géotechnique des craies du nord utilisée pour l'étude de stabilité des carrières souterraines, pp.5-14, 1979. ,
Soil Suction Measurements by Filter Paper, Expansive Clay Soils and Vegetative Influence on Shallow Foundations, pp.243-261, 2001. ,
DOI : 10.1061/40592(270)14
The filter-paper method of suction measurement, G??otechnique, vol.36, issue.2, pp.265-268, 1986. ,
DOI : 10.1680/geot.1986.36.2.265
L'eau dans les sols non saturés. Techniques de l, p.20, 2000. ,
TIME-DEPENDENT BEHAVIOUR OF OIL RESERVOIR CHALK: A MULTIPHASE APPROACH, SOILS AND FOUNDATIONS, vol.43, issue.4, pp.131-148, 2003. ,
DOI : 10.3208/sandf.43.4_131
On the collapse behaviour of oil reservoir chalk, G??otechnique, vol.54, issue.6, pp.54-415, 2004. ,
DOI : 10.1680/geot.2004.54.6.415
URL : https://hal.archives-ouvertes.fr/hal-00137264
Suction controlled testing of non saturated soils with an osmotic consolidometer, 7th Int. Conf. Expansive Soils, pp.206-211, 1992. ,
Subsidence and capillary effects in chalks. EUROCK '96, Prediction and performance on rock mechanics and rock engineering 2, pp.1291-1298, 1996. ,
URL : https://hal.archives-ouvertes.fr/hal-00261639
The relationship between suction and swelling properties in a heavily compacted unsaturated clay, Engineering Geology, vol.50, issue.1-2, pp.31-48, 1998. ,
DOI : 10.1016/S0013-7952(97)00083-5
A new approach to osmotically controlled oedometer testing, Proc. 1st Int. Conf on Unsaturated Soils UNSAT'95, pp.459-465, 1995. ,
Caracterizacion experimental de la expensividad de una roca evaporitica. Identificacion de los mecanismos de hinchamiento, 1990. ,
A filter-paper method for determining the moisture characteristics of soil, Australian Journal of Experimental Agriculture, vol.7, issue.25, pp.162-167, 1967. ,
DOI : 10.1071/EA9670162
The effect of fluid content on the mechanical behaviour of the fractures in chalk, Rock Mechanics and Rocks Engineering, vol.33, issue.2, pp.93-117, 2000. ,
Particularité du comportement mécanique des craies: rôle de l'eau ? rupture sous contrainte hydrostatique, pp.45-50, 1979. ,
Laboratory filter paper suction measurements, Geotechnical Testing Journal, vol.17, issue.2, pp.185-194, 1994. ,
Experimental Relationship Between Swell Pressure and Suction, G??otechnique, vol.21, issue.3, pp.245-255, 1971. ,
DOI : 10.1680/geot.1971.21.3.245
On the high stress compression of bentonites, Canadian Geotechnical Journal, vol.39, issue.4, pp.812-820, 2002. ,
DOI : 10.1139/t02-019
Comportement hydromécanique et microstructural des matériaux de barrières ouvragées, Ecole Nationale des Ponts et Chaussées, p.316, 2003. ,
Pétrophysique de la craie, La craie, pp.23-48, 1973. ,
Influence of intact porosity on the engineering properties of a weak rock, Proc. Geotechnical engineering of hard soils -soft rocks, pp.693-702, 1993. ,
The Effect of Water Chemistry on the Laboratory Compression and Permeability Characteristics of Some North Sea Chalks, Journal of Petroleum Technology, vol.35, issue.05, pp.976-980, 1983. ,
DOI : 10.2118/10203-PA
A model for rockfill compressibility, G??otechnique, vol.51, issue.2, pp.127-139, 2001. ,
DOI : 10.1680/geot.2001.51.2.127
Laboratory tests and equipment with suction control, Proc. 1st Int. Conf on Unsaturated Soils UNSAT'95, pp.1509-1515, 1995. ,
Influence des fluides sur le comportement différé de la craie, Comptés rendus des XXIIème Rencontres Universitaires de Génie Civil 2004-Ville et Génie Civil (CD-ROM), p.8, 2004. ,
Comportement mécanique différé et mouillabilité d'une craie pétrolifère, Ecole Nationale des Ponts et Chaussées, p.217, 2005. ,
Stabilité générale de la carrière souterraine d'Estreux, Rapport CEECHAR, p.8, 1980. ,
Water/Chalk (or Collapsible Soil) Interaction: Part II. Results of Tests Performed In Laboratory On Lixhe Chalk to Calibrate Water/Chalk Models, SPE/ISRM Rock Mechanics in Petroleum Engineering, 1998. ,
DOI : 10.2118/47587-MS
Contribution méthodologique et expérimentale à l'étude de la diminution de la résistance des massifs rocheux par vieillissement, BCRD Final Report, vol.132, pp.INERIS-DRS pp, 2004. ,
Analyse microstructurale au MEB environnemental d???une craie soumise ?? chargement hydrique et m??canique, Comptes Rendus Geoscience, vol.339, issue.7, pp.468-481, 2007. ,
DOI : 10.1016/j.crte.2007.06.003
The elastic deformability and strength of a high porosity, anisotropic chalk, International Journal of Rock Mechanics and Mining Sciences, vol.38, issue.4, pp.543-555, 2001. ,
DOI : 10.1016/S1365-1609(01)00024-7
An evaluation of polyethylene glycol PEG 6000 and PEG 20000 in the osmotic control of soil water matric potential, Can. Geotech. J, p.102, 1969. ,