, ! REFERENCES, vol.446
A novel laboratory technique to determine the water retention curve of geosynthetic clay liners, Geosynthetics International, vol.17, issue.5, pp.313-322, 2010. ,
DOI : 10.1680/gein.2010.17.5.313
Effects of temperature and thermal gradient on 449 thermocouple psychrometer measurements, Géotechnique, vol.10, issue.61, pp.875-88, 2011. ,
, Geosynthetic barriers ? Determination of the swelling. flow 451 and permeability characteristics of geosynthetic clay liners (GCL) using an 452 oedopermeameter ? Characterisation test and performance test, AFNOR 2008. NF P 84-705
Laboratory investigation of thermally induced desiccation of GCLs in double composite liner systems, Geotextiles and Geomembranes, vol.29, issue.6, pp.534-543, 2011. ,
DOI : 10.1016/j.geotexmem.2011.07.001
Desiccation behavior of selected geosynthetic 457 clay liner, Proceedings of the international symposium IS, 2002. ,
, , pp.295-302
Validation of the use of filter paper suction 460 measurements for the determination of GCLs water retention curves, Proceedings, vol.8, p.461, 2006. ,
, , pp.171-174
Development of suction measurement 463 techniques to quantify the water retention behaviour of GCLs, Geosynthetics International, vol.464, issue.5, pp.17-301, 2010. ,
, Water-Retention Behavior of Geosynthetic 466, 2011.
&Journal of geotechnical and geoenvironmental engineering, Novembre, vol.467, pp.1028-1038, 2011. ,
A method for controlled suctions in triaxial testing, 2000. ,
, Géotechnique, vol.50, issue.4, pp.465-470
Geosynthetic clay liners, Geotextiles and Geomembranes, vol.20, issue.1, pp.1-17, 2002. ,
DOI : 10.1016/S0266-1144(01)00025-5
, , p.472, 1993.
, Performance of the Bentonite Component of a Geosynthetic Clay Liner, Proceedings of, p.473
, Geosynthetics'93, pp.1482-1496
An evaluation of the osmotic method of controlling suction???, Geomechanics and Geoengineering, vol.102, issue.1, p.475, 2008. ,
DOI : 10.1097/00010694-196612000-00007
URL : https://hal.archives-ouvertes.fr/hal-00261634
, Journal of Geomechanics and Geoengineering, vol.3, issue.1, pp.1-11
On the unsaturated hydraulic 477 conductivity of a dense compacted bentonite, Proceedings of the 2nd International 478 Conference on Unsaturated Soils. UNSAT'98, pp.344-349, 1998. ,
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
Ageing effects in a compacted bentonite: a microstructure approach, G??otechnique, vol.56, issue.5, pp.291-304, 2006. ,
DOI : 10.1680/geot.2006.56.5.291
Recent developments in the techniques of 484 controlling and measuring suction in unsaturated soils. Keynote Lecture, Proc. 1st Eur, 2008. ,
, Conf. on Unsaturated Soils. Durham, pp.33-52
Suction controlled testing of non-saturated 487 soils with an osmotic consolidometer, 7th Int. Conf. Expansive Soils. Dallas, pp.206-211, 1992. ,
, Geosynthetics. Test Methods for Measuring Mass per Unit Area of Clay, pp.488-14196, 2003.
European Committee for Standardization, p.490 ,
, Part 1: Single Layers. European Committee for Standardization
Equations for the soil-water characteristic curve, Canadian Geotechnical Journal, vol.31, issue.4, 1994. ,
DOI : 10.1139/t94-061
, Geotechnical Journal, vol.31, pp.533-546
Moisture-Suction relationship for geosynthetic 495 clay liners. Proceedings of the 18 th conference on soil mechanics and geotechnical 496 engineering, pp.3025-3028, 2013. ,
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
Mechanical behaviour of heavily compacted bentonite under high suction changes, G??otechnique, vol.53, issue.1, pp.27-40, 2003. ,
DOI : 10.1680/geot.2003.53.1.27
Volume Change Characteristics of Partially Saturated Soils, G??otechnique, vol.18, issue.4, pp.432-448, 1968. ,
DOI : 10.1680/geot.1968.18.4.432
Numerical investigation of 505 transient hydration of unsaturated geosynthetic clay lines.geisynthetic international, pp.232-251, 2011. ,
Effect of confining stress on the 508 transient hydration of unsaturated GCLs, Proceedings of the 18 th conference on soil 509 mechanics and geotechnical engineering, pp.1187-1190, 2013. ,
Investigation of the Behavior of Geosynthetic Clay Liners 511 Subjected to Thermal Gradients in Basal Liner Applications, Journal of ASTM 512 International, vol.1, issue.2, 2004. ,
Evaluation of the water retention curve for geosynthetic clay liners, Geotextiles and Geomembranes, vol.25, issue.1, pp.2-9, 2007. ,
DOI : 10.1016/j.geotexmem.2006.10.002
The collapse behavior of a compacted soil during inundation, Canadian Geotechnical Journal, vol.28, issue.4, pp.477-488, 1991. ,
DOI : 10.1139/t91-065
A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils1, Soil Science Society of America Journal, vol.44, issue.5, pp.892-898, 1985. ,
DOI : 10.2136/sssaj1980.03615995004400050002x