Temperature effects on the swelling capacity and barrier performance of geosynthetic clay liners permeated with sodium chloride solutions

Geotextiles and Geomembranes

Volumn 33, Issue , 2012, Pages 25-33

  Ishimori, Hiroyuki ^a   Katsumi, Takeshi ^b  

^a NATIONAL INSTITUTE FOR ENVIRONMENTAL STUDIES   (Japan)

^b KYOTO UNIVERSITY   (Japan)

Author keywords

Bentonite; Hydraulic conductivity; Swelling; Temperature dependence

Indexed keywords

BARRIER PERFORMANCE; BASE LAYERS; ELEVATED TEMPERATURE; FREE SWELL; GEOSYNTHETIC CLAY LINERS; HYDRAULIC PERFORMANCE; INTRINSIC PERMEABILITY; LINER SYSTEMS; NACL SOLUTION; ROOM TEMPERATURE; SODIUM CHLORIDE SOLUTION; SOIL COLUMN; SWELLING CAPACITIES; SWELLING PRESSURES; TEMPERATURE DEPENDENCE; TEMPERATURE INCREASE;

BENTONITE; DEIONIZED WATER; SODIUM CHLORIDE; SWELLING; TEMPERATURE DISTRIBUTION;

HYDRAULIC CONDUCTIVITY;

BENTONITE; CLAY LINER; GEOSYNTHETICS; HYDRAULIC CONDUCTIVITY; LANDFILL; PERMEABILITY; SODIUM CHLORIDE; SWELLING; TEMPERATURE EFFECT; VISCOSITY;

EID: 84857665325     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2012.02.005     Document Type: Article

References (54)

1. ASTM D5084 Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter 2010, American Society for Testing and Material, West Conshohocken, Pennsylvania.
2. ASTM D5890 Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners 2006, American Society for Testing and Material, West Conshohocken, Pennsylvania.
3. Bear J. Dynamics of Fluids in Porous Media 1972, American Elsevier, New York.
4. Bouazza A., Abuel-Naga H.M., Gates W.P., Laloui L. Temperature effects on volume change and hydraulic properties of geosynthetic clay liners. Proceedings of GeoAmericas 2008 the First Pan American Geosynthetics Conference and Exhibition, Cancun 2008, 102-109.
5. Chien C.C., Inyang H.I., Everett L.G. Barrier Systems for Environmental Contaminant Containment and Treatment 2006, CRC Press, Boca Raton.
6. Cho W.J., Lee J.O., Chun K.S. Influence of temperature on hydraulic conductivity in compacted bentonite. Proceedings of Material Research Society Symposium on the Scientific Basis for Nuclear Waste Management, Davos 1998, vol. 506:305-311.
7. Cho W.J., Lee J.O., Chun K.S. The temperature effects on hydraulic conductivity of compacted bentonite. Applied Clay Science 1999, 14:47-58.
8. Daniel D.E., Shan H.-Y., Anderson J.D. Effects of partial wetting on the performance of bentonite component of a geosynthetic clay liner. Geosynthetics '93 Conference Proceedings, Vancouver 1993, vol. 3:1482-1496.
9. Egloffstein T. Properties and test methods to assess bentonite used in geosynthetic clay liners. International Symposium on Geosynthetic Clay Liners, Nürnberg 1995, 51-72.
10. Egloffstein T. Natural bentonites - influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs. Geotextiles and Geomembranes 2001, 19(7):427-444.
11. Gates W.P., Nefiodovas A., Peter P. Permeability of an organo-modified bentonite to ethanol-water solutions. Clays and Clay Minerals 2004, 52(2):192-203.
12. Gleason M.H., Daniel D.E., Eykholt G.R. Calcium and sodium bentonite for hydraulic containment applications. Journal of Geotechnical and Geoenvironmental Engineering 1997, 123(5):438-445.
13. Ishimori H., Katsumi T., Fukagawa R., Inui T., Endo K. Barrier performance of GCLs against sodium chloride solutions at elevated temperature conditions. Proceedings of the Third International Symposium on Geosynthetic Clay Liners, Würzburg 2010, 145-154.
14. JBAS-107 Measuring Method of Methylene Blue Adsorption Value of Bentonite 1991, Japan Bentonite Manufacturers Association, Tokyo.
15. JGS 0211 Test Method for pH of Suspended Soils 2009, The Japanese Geotechnical Society, Tokyo.
16. JGS 0212 Test Method for Electric Conductivity of Suspended Soils 2009, The Japanese Geotechnical Society, Tokyo.
17. JIS A1202 Test Method for Density of Soil Particles 2009, Japanese Standards Association, Tokyo.
18. JIS A1203 Test Method for Water Content of Soils 2009, Japanese Standards Association, Tokyo.
19. JIS A1204 Test Method for Particle Size Distribution of Soils 2009, Japanese Standards Association, Tokyo.
20. JIS A1205 Test Method for Liquid Limit and Plastic Limit of Soils 2009, Japanese Standards Association, Tokyo.
21. JIS A1210 Test Method for Soil Compaction Using a Rammer 2009, Japanese Standards Association, Tokyo.
22. JIS A1218 Test Methods for Permeability of Saturated Soils 2009, Japanese Standards Association, Tokyo.
23. Jacinto A.C., Villar M.V., Espina R.G., Ledesma A. Adaptation of the van Genuchten expression to the effects of temperature and density for compacted bentonite. Applied Clay Science 2009, 42:575-582.
24. Jo H.Y., Katsumi T., Benson C.H., Edil T.B. Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solutions. Journal of Geotechnical and Geoenvironmental Engineering 2001, 127(7):557-567.
25. Katsumi T., Fukagawa R. Factors affecting chemical compatibility and barrier performance of GCLs. Proceedings of the Sixteenth International Conference on Soil Mechanics and Geotechnical Engineering, Osaka 2005, 2285-2288.
26. Katsumi T., Ishimori H., Ogawa A., Maruyama S., Fukagawa R. Effects of water content distribution on hydraulic conductivity of prehydrated GCLs against calcium chloride solutions. Soils and Foundations 2008, 48(3):407-417.
27. Katsumi T., Ishimori H., Ogawa A., Yoshikawa K., Hanamoto K., Fukagawa R. Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachates. Soils and Foundations 2007, 47(1):79-96.
28. Katsumi T., Ishimori H., Onikata M., Fukagawa R. Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions. Geotextiles and Geomembranes 2008, 26(1):14-30.
29. 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, 32:297-336.
30. Koerner G.R., Koerner R.M. Long term temperature monitoring of geomembranes at dry and wet landfills. Geotextiles and Geomembranes 2006, 24(1):72-77.
31. Kolstad D.C., Benson C.H., Edil T.B. Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering 2004, 130(12):1236-1249.
32. Kolstad D.C., Benson C.H., Edil T.B., Jo H.Y. Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions. Geosynthetics International 2004, 11(3):233-241.
33. Lee J.M., Shackelford C.D. Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131(1):64-77.
34. Lee J.M., Shackelford C.D. Concentration dependency of the prehydration effect for a geosynthetic clay liner. Soils and Foundations 2005, 45(4):27-41.
35. Mitchell J.K. Fundamentals of Soil Behavior 1993, Wiley Inter-Science, New York. second ed.
36. Müller W.W. HDPE Geomembranes in Geotechnics 2007, Springer-Verlag, Heidelberg.
37. Norrish K. The swelling of montmorillonites. Discussions of Faraday Society 1954, 18:120-134.
38. Norrish K., Quirk J. Crystalline swelling of montmorillonite, use of electrolytes to control swelling. Nature 1954, 173:255-257.
39. Onikata M., Kondo M., Kamon M. Development and characterization of multiswellable bentonite. Proceedings of the Second International Congress on Environmental Geotechnics, Osaka 1996, 587-590.
40. Petrov R.J., Rowe R.W. Geosynthetic clay liner (GCL) - chemical compatibility by hydraulic conductivity testing and factors impacting its performance. Canadian Geotechnical Journal 1997, 34:863-885.
41. Posner A., Quirk J. Changes in basal spacing of montmorillonite in electrolyte solutions. Journal of Colloid and Interface Science 1964, 19:798-812.
42. Rowe R.K. Long term performance of contaminant barrier systems, 45th Rankine Lecture. Geotechnique 2005, 55(9):631-678.
43. Schwanka M., Greenb T.R., Matzlerc C., Benedickterd H., Fluhler H. Laboratory characterization of a commercial capacitance sensor for estimating permittivity and inferring soil water content. Vadose Zone Journal 2006, 5(3):1048-1064.
44. Shan H.-Y., Lai Y.-J. Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotextiles and Geomembranes 2002, 20(1):19-38.
45. 3 solutions. Journal of Colloid and Interface Science 1990, 144(1):18-26.
46. Slade P.G., Quirk J.P., Norrish K. Crystalline swelling of smectite samples in concentrated NaCl solutions in relation to layer change. Clays and Clay Minerals 1991, 39(3):234-238.
47. Southen J.M., Rowe R.K. Laboratory investigation of geosynthetic clay liner desiccation in a composite liner subjected to thermal gradients. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131(7):925-935.
48. Southen J.M., Rowe R.K. Modelling of thermally induced desiccation of geosynthetic clay liners. Geotextiles and Geomembranes 2005, 23(5):425-442.
49. Studds P.G., Stewart D.I., Cousens T.W. The effect of ion valence on the swelling behavior of sodium bentonite. Proceedings of the Fourth International Conference on Re-use of Contaminated Land and Landfills, Edinburgh 1996, 139-142.
50. Vasko S.M., Jo H.Y., Benson C.H., Edil T.B., Katsumi T. Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions. Proceedings of Geosynthetics Conference 2001, Portland 2001, 685-699.
51. Yasuhara A., Shiraishi H., N-ishikawa M., Yamamoto T., Uehiro T., Nakasugi O., Okumura T., Kenmotsu K., Fukui H., Nagase M., Ono Y., Kawagoshi Y., Baba K., Noma Y. Determination of organic components in leachates from hazardous waste disposal sites in Japan by gas chromatography mass spectrometry. Journal of Chromatography A 1997, 774:321-332.
52. Yesiller N., Hanson J.L., Liu W.L. Heat generation in municipal solid waste landfills. Journal of Geotechnical and Geoenvironmental Engineering 2005, 131(11):1330-1344.
53. Yeung A.T. Diffuse double-layer equations in SI units. Journal of Geotechnical Engineering 1992, 118(12):2000-2005.
54. Yoshida H., Hozumi H., Tanaka N. Theoretical study on temperature distribution in a sanitary landfill. Proceedings of the Second International Congress on Environmental Geotechnics, Osaka 1996, 323-328.