Variations in clay mineral performance in the presence of leachates, Proceeding of the Eighth International Landfill Symposium, p.10, 2001. ,
Evaluating Methods to Modify the Chemical Resistance of Geosynthetic Clay Liners, Geosynthetics in civil and environmental engineering. Proceeding 4 th Asian Regional Conference on Geosynthetics, pp.526-531, 2008. ,
DOI : 10.1007/978-3-540-69313-0_98
Present and Long-Term Composition of MSW Landfill Leachate: A Review, Critical Reviews in Environmental Science and Technology, vol.32, issue.4, pp.297-336, 2002. ,
DOI : 10.1080/10643380290813462
URL : http://www.tandfonline.com/doi/pdf/10.1080/10643380290813462?needAccess=true
Hydraulic Conductivity and Swell of Nonprehydrated Geosynthetic Clay Liners Permeated with Multispecies Inorganic Solutions, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.12, pp.1236-1249, 2004. ,
DOI : 10.1061/(ASCE)1090-0241(2004)130:12(1236)
Colloid Clay Science, Handbook of Clay Science, pp.141-246, 2006. ,
DOI : 10.1016/B978-0-08-098258-8.00010-9
Attenuation of Heavy Metals by Geosynthetic Clay Liners, Geosynthetics Research and Development in Progress, p.8, 2005. ,
DOI : 10.1061/40782(161)54
URL : http://www.geoeng.ca/Directory/kerry Pub/GeoFontiers Lange et al 2005.pdf
Effect of Microbes on the Permeability of Bentonite, Proceeding 10 th National Conference on Technological Trends (NCTT09) 6-7 Nov, pp.100-104, 2009. ,
Energie, du Développement durable et de l'Aménagement du territoire Guide de recommandations pour l'évaluation de l'équivalence en étanchéité passive d'installation de stockage de déchets, p.45, 2008. ,
, Simplified swell index (cm 3 .2g -1 ) of each bentonite in ML, GL, SS and AL (this study) and in W and a synthetic leachate, Table, vol.3, p.namely SL, 2010.
Permittivities (s -1 ) obtained in filter press tests with the four bentonites (LX1, LX2 and LX5) dispersed in, Table, vol.4 ,
, 10 8.6 3
, GL, vol.2, pp.552-559