Hydraulic and chemical evolution of GCLs during filter press and oedopermeametric tests performed with real leachate

Geotextiles and Geomembranes

Volumn 33, Issue , 2012, Pages 15-24

  Rosin Paumier, S ^a,b   Touze Foltz, N ^b  

^a UNIVERSITÉ DE LORRAINE   (France)

^b Procédés biotechnologiques au service de l'environnement   (France)

Author keywords

Bentonite; Bioreactor; Cation; Geosynthetic clay liner; Hydraulic conductivity; Landfill

Indexed keywords

CHEMICAL COMPOSITIONS; CHEMICAL EVOLUTION; FILTER PRESS; GEOSYNTHETIC CLAY LINERS; GREEN WASTES; HYDRAULIC PROPERTIES; LEACHATES; LINER SYSTEMS; MUNICIPAL SOLID WASTE LANDFILLS; PERMEABILITY TEST; REDUCED PERIOD; SODIUM BENTONITE; SWELL INDEX; SWELLING TEST;

BENTONITE; BIOREACTORS; DEGRADATION; FILTRATION; GEOSYNTHETIC MATERIALS; HYDRAULIC CONDUCTIVITY; LAND FILL; LIQUIDS; PERMITTIVITY; POSITIVE IONS; PRESSES (MACHINE TOOLS); SEWAGE; SOLID WASTES;

LEACHATE TREATMENT;

BENTONITE; BIOREACTOR; CATION EXCHANGE CAPACITY; CHEMICAL COMPOSITION; CLAY LINER; FILTRATION; GEOSYNTHETICS; HYDRAULIC CONDUCTIVITY; HYDRAULICS; LANDFILL; LEACHATE; OEDOMETER TEST; PERMEAMETER; PERMITTIVITY;

EID: 84857664074     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2012.02.002     Document Type: Article

References (44)

1. AFNOR NF X31-130. Détermination de la capacité d'échange cationique (CEC) et des cations extractibles 1999, Association Française de Normalisation, Paris, France, 15 p.
2. AFNOR XP P 84 703. Détermination de la capacité de gonflement de l'argile dans les géosynthétiques bentonitiques 2002, Association Française de Normalisation, Paris, France, 6 p.
3. AFNOR NF P 84-705. Geosynthetic Barriers - Determination of the Swelling, Flow and Permeability Characteristics of Geosysnthetic Clay Liners (GCL) Using an Oedopermeameter - Characterisation Test and Performance Test 2008, Association Française de Normalisation, Paris, France, 21 p.
4. ASTM Standard D 5891. Standard Test Method for Fluid Loss of Clay Component of Geosynthetic Clay Liners 2001, ASTM International, West Conshohocken, 3 p.
5. ASTM Standard D 6766. Standard Test Method for Evaluation of Hydraulic Properties of Geosynthetic Clay Liners Permeated with Potentially Incompatible Liquids Permeameter 2002, ASTM International, West Conshohocken, 9 p.
6. ASTM Standard D 5084. Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter 2003, ASTM International, West Conshohocken, 23 p.
7. ASTM Standard D 5890. Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners 2006, ASTM International, West Conshohocken, 4 p.
8. ASTM Standard D 5887. Standard Test Method for Measurement of Index Flux through Saturated Geosynthetic Clay Liner Specimens Using a Flexible Wall Permeameter 2008, ASTM International, West Conshohocken, 7 p.
9. Baveye P., Vandevivere P., Hoyle B.L., DeLeo P.C., de Lozada D.S. Environmental impact and mechanisms of the biological clogging of saturated soils and aquifer materials. Critical Reviews in Environmental Science and Technology 1998, 28(2):123-191.
10. Benson C.H., Wang X., Gassner F.W., Foo D.C.F. Hydraulic conductivity of two geosynthetic clay liners permeated with an aluminia residue leachate. Proceedings Geoamericas, Cancun 2008, 2-5:94-101. March 2008.
11. th ICG 2002, 445-507. Delmas, Gourc, Girard (Eds.).
12. Comeaga, L., 1997. Dispositifs d'étanchéité par géosynthétiques bentonitiques dan les centres de stockage de dechets. PhD thesis, Institut national des Sciences Appliquées de Lyon, France, 297p.
13. Didier G., Comeaga L. Influence of initial hydratation conditions on GCL leachate permeability. Testing and acceptance criteria for geosynthetic Clay Liner. American Society for Testing and Materials 1995, 1308:181-195.
14. Ehrig H.-J. Water and element balances of Landfills. The Landfill 1988, Springer Verlag, Berlin, Germany, 1988 in Kjeldsen, 2002. P. Baccini (Ed.).
15. Francisca F.M., Glatstein D.A. Long term hydraulic conductivity of compacted soils permeated with landfill leachate. Applied Clay Science 2010, 49:187-193.
16. Guyonnet D., Gaucher E., Gaboriau H., Pons C.-H., Clinard C., Norotte V., Didier G. Geosynthetic clay liner interaction with leachate: correlation between permeability, microstructure, and surface chemistry. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131:740-749.
17. Guyonnet D., Touze-Foltz N., Norotte V., Pothier C., Didier G., Gailhanou H., Blanc P., Warmont F. Performance-based indicators for controlling geosynthetic clay liners in landfill applications. Geotextiles and Geomembranes 2009, 27:321-331.
18. Grossin-Debattista, J., 2011. Fractionnements isotopiques (13C/12C) engendrés par la méthanogenèse: apports pour la compréhension des processus de biodégradation lors de la digestion anaérobie - Application aux procédés anaérobies de traitements des déchets non dangereux. PhD thesis, University of Bordeaux 1, Bordeaux, France, 250 p. (in French).
19. Han Y.-S., Lee J.-Y., Miller C.J., Franklin L. Characterization of humic substances in landfill leachate and impact on the hydraulic conductivity of geosynthetic clay liners. Waste Management and Research 2009, 27(3):233-241.
20. Howard J.J. Lithium and potassium saturation of illite/smectite clays from interlaminated shales and sandstomes. Clays and Clay Minerals 1981, 29:136-142.
21. Jo H.Y., Benson C.H., Shackelford C.D., Lee J.M., Edil T.B., ASCE M. Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131:405-417.
22. Joseph J.B., Styles J.R., Yuen S.T.S., Cressey G. Variations in clay mineral performance in the presence of leachates. Proceeding of the Eighth International Landfill Symposium 2001, Sardinia, Italy, 10 p.
23. th Asian Regional Conference on Geosynthetics, Shanghai, China 2008, 526-531. Li, Chen, Tang (Eds.).
24. Kjeldsen P., Barlaz M.A., Rooker A.P., Baun A., Ledin A., Christensen T.H. Present and long-term composition of MSW landfill leachate: a review. Critical Reviews in Environmental Science and Technology 2002, 32(4):297-336.
25. Kolstad D., Benson C., Edil T. Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering 2004, 130:1236-1249.
26. Lagaly G. Colloid clay science. Handbook of Clay Science 2006, 141-246. Elsevier. F. Bergaya, B.K.G. Theng, G. Lagaly (Eds.).
27. Lange K., Rowe R.K., Jamieson H. Attenuation of heavy metals by geosynthetic clay liners. Proceedings Geo Frontiers Conference 2005, 8. Austin, Texas, 8 p.
28. th National Conference on Technological Trends (NCTT09) 6-7 Nov, Kerala, India 2009, 100-104. College of Engineering Trivandrum (Ed.).
29. MEEDDAT - Ministère de l'Ecologie, de l'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 2008, Version 2, 45 p.
30. Mlynarek J. Revue de quelques aspects de l'application des geocomposites géosynthétiques/bentonite (GCL). Compte-rendu du séminaire Les Géocomposites Bentonitiques, Canada 1995, 1-15. Publication SAGEOS 9525a.
31. nd Symposium 2004, 41e52. ASTM International, West Conshohocken, PA, ASTM STP 1456. Mackey, von Maubeuge (Eds.).
32. Pacey, J., Augenstein, D., Morck, R., Reinhart, D., Yazdani, R., 2000. The Bioreactor landfill - an innovation in solid waste management. SWANA Landfill Symposium, 14p.
33. Pantet A., Monnet P. Liquide solid transition of kaolinite suspensions. Mechanics of Materials 2007, 39:819-833.
34. Patterson S.H., Murray H.H. Clays, Industrial Minerals and Rocks 1983, vol 1:585-651. AIME, New York. fifth ed. S.J. Lafond (Ed.).
35. Perera N., van Everdingen D., Davis D., Hundal J., Hettiaratchi J.P.A. Bioreactor Landfills - an innovative technology for biostabilization of municipal solid waste. Proceeding of RemTech 2005, ESAA 2005, Canada, 11p. Fairmont Banff Springs (Ed.).
36. Petrov R.J., Rowe R.K. Geosynthetic clay liner-chemical compatibility by hydraulic conductivity testing: factors impacting its performance. Canadian Geotechnical Journal 1997, 34(6):863-885.
37. Rosin-Paumier S., Touze-Foltz N., Pantet A., Monnet P., Didier G., Guyonnet D., Norotte V. Swell index, oedopermeametric, filter press and rheometric tests for identifying the qualification of bentonites used in GCLs. Geosynthetic International 2010, 17:1-11.
38. Rosin-Paumier S., Touze-Foltz N., Pantet A. Impact of a synthetic leachate on permittivity of GCLs measured by filter press and oedopermeameter tests. Geotextiles and Geomembranes 2010, 29:211-221.
39. Ruhl J.L., Daniel D.E. Geosynthetic clay liners permeated with chemical solutions and leachates. ASCE Journal of Geotechnical and Geoenvironmental Engineering 1997, 123(4):369-381.
40. th International Waste Management and Landfill Symposium, Sardinia 2001, vol III:149-157.
41. Shackelford C., Malusis D., Majeski M., Stern R. Electrical conductivity breakthrough curves. Journal of Geotechnical and Geoenvironmental Engineering 1999, 125:260-270.
42. Shan H.Y., Lai Y.J. Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotextiles and Geomembranes 2002, 20:19-38.
43. Touze-Foltz N., Lupo J., Barroso M. Geoenvironmental applications of geosynthetics. Keynote Lecture, Proceedings EuroGeo4 2008, 98 p.
44. Verburg K., Baveye P. Hysteresis in the binary exchange of cations on 2:1 clay minerals; a critical review. Clays and Clay Minerals 1994, 42:207-220.