Diffusion of calcium chloride in a modified bentonite: Impact on osmotic efficiency and hydraulic conductivity

Clays and Clay Minerals

Volumn 58, Issue 3, 2010, Pages 351-363

  Mazzieri, Francesco ^a   di Emidio, Gemmina ^b   van Impe, Peter O ^b  

^a UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

^b GHENT UNIVERSITY   (Belgium)

Author keywords

Chemico osmotic efficiency; Contaminant resistant; Diffusion; Hydraulic conductivity; Membrane; Multiswellable bentonite; Propylene carbonate; Swelling

Indexed keywords

CALCIUM IONS; CHEMICAL COMPATIBILITY; CHEMICALLY MODIFIED; CHLORIDE IONS; CONTAMINANT-RESISTANT; DISTILLED WATER; EFFECTIVE DIFFUSION COEFFICIENTS; ENGINEERING PROPERTIES; HYDRAULIC PERFORMANCE; MEMBRANE BEHAVIOR; MODIFIED BENTONITES; MULTISWELLABLE BENTONITE; ORGANIC ADDITIVES; OSMOTIC EFFICIENCY; PERMEANTS; PROPYLENE CARBONATE; SODIUM BENTONITE; SOLUTE DIFFUSION; TIME-DEPENDENT;

CALCIUM; CALCIUM CHLORIDE; CARBONATION; HYDRAULIC CONDUCTIVITY; IONS; OSMOSIS; PERMEATION; PROPYLENE;

BENTONITE;

BENTONITE; CALCIUM; CARBONATE; CHLORIDE; DIFFUSION; HYDRAULIC CONDUCTIVITY; MEMBRANE; PERMEABILITY; POROSITY; SODIUM; SOLUTE; SWELLING;

EID: 77956522872     PISSN: 00098604     EISSN: None     Source Type: Journal    
DOI: 10.1346/CCMN.2010.0580306     Document Type: Article

References (42)

1. Ashmawy, A.K., El-Hajji, D., Sotelo, N., and Naim, M. (2002) Hydraulic performance of polymer-treated bentonite in inorganic landfill leachates. Clays and Clay Minerals, 50, 546-553.
2. Aylmore, L.A.G. and Quirk, J.P. (1971) Domains and quasicrystalline regions in clay systems. Soil Science Society of America Journal, 35, 652-654.
3. Bolt, G.H. (1956) Physico-chemical analysis of the compressibility of pure clays. Géotechnique, 6, 86-93.
4. Bouazza, A. (2002) Geosynthetic Clay Liners. Geotextiles and Geomembranes, 20, 3-17.
5. Bresler, E. (1973) Anion exclusion and coupling effects in nonsteady transport through unsaturated soil: I. Theory. Soil Science Society of America Journal, 37, 663-669.
6. Crank, J. (1975) The Mathematics of Diffusion (2nd edition). Clarendon Press, Oxford, UK, 414 pp.
7. Egloffstein, T.A. (2001) Natural bentonites: influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs. Geotextiles and Geomembranes, 19, 427-444.
8. Fritz, J. (1986) Ideality of clay membranes in osmotic processes: A review. Clays and Clay Minerals, 34, 214-223.
9. Guyonnet, D., Gaucher, E., Gaboriau, H., Pons, C.-H., Norotte, V., and Didier, G. (2005) Geosynthetic clay liner interaction with leachate: correlation between permeability, microstructure, and surface chemistry. Journal of Geotechnical and Geoenvironmental Engineering, 131, 740-749.
10. Jo, H.Y., Katsumi, T., Benson, C.H., and Edil, T.B. (2001) Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solutions. Journal of Geotechnical and Geoenvironmental Engineering, 127, 557-567.
11. Jo, H.Y., Katsumi, T., Benson, C.H., and Edil, T.B. (2004) Hydraulic conductivity and cation exchange in non-prehydrated and pre-hydrated bentonite permeated with weak inorganic solutions. Clays and Clay Minerals, 52, 661-679.
12. Jugnickel, C., Smith, D., and Fityus, S. (2004) Coupled multiion electro diffusion analysis for clay soil. Canadian Geotechnical Journal, 41, 287-298.
13. Katchalsky A. and Curran, P.F. (1965) Nonequilibrium Thermodynamics in Biophysics. Harvard University Press, Cambridge, Massachusetts, USA, 248 pp.
14. Katsumi, T., Onikata, M., Hasegawa, S., Lin, L., Kondo, M., and Kamon, M. (2001) Chemical compatibility of modified bentonite permeated with inorganic solutions. Pp. 419-424 in: Geoenvironmental Engineering, Geoenvironmental Impact Management (R.N. Yong and H.R. Thomas, editors). Thomas Telford, London.
15. Katsumi, T., Ishimori, H., Onikata, M., and Fukagawa, R. (2008) Long-term barrier performance of modified bentonite materials againsts odium and calcium permeants olutions. Geotextiles and Geomembranes, 26, 14-30.
16. Kolstad, D.C., Benson, C.H., Edil, T.B., and Jo, H.Y. (2004) Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions, Geo synthetics International, 11, 233-241.
17. Laird, D.A. (2006) Influence of layer charge on swelling of smectites. Applied Clay Science, 34, 74-87.
18. Malusis M. and Shackelford, C.D. (2001) Chemico-osmotic efficiency of a geosynthetic clay liner. Journal of Geotechnical and Geoenvironmental Engineering, 128, 97-106.
19. Malusis, M. and Shackelford, C.D. (2002) Theory for reactive solute transport through clay membrane barriers. Journal of Contaminant Hydrology, 59, 291-316.
20. Malusis, M.A., Shackelford, C.D. and Olsen, H.W. (2001) A laboratory apparatus to measure the chemico-osmotic efficiency for clay soils. Geotechnical Testing Journal, 24, 229-242.
21. Manassero, M. and Dominijanni, A. (2003) Modelling the osmosis effect on solute migration through porous media. Géotechnique, 53, 481-492.
22. Mazzieri, F. and Pasqualini, E. (2006) Evaluating the permeability of an organically modified bentonite to natural seawater. Pp. 749-756 in: Proceedings of the IV International Conference on Environmental Geotechnics, Cardiff (H.R. Thomas, editor). Thomas Telford, Surrey, UK.
23. Mazzieri, F., Van Impe, P.O., Van Impe, W.F., and Constales, D. (2003) Measurementof chemico-osmotic parameters of clayey soils. Proceedings XIIIth European Conference ISSMGE, Prague (I. Vaniceck et al., editors). Czech Geotechnical Society CICE, pp. 433-438.
24. Mesri, G. and Olson, R.E. (1971) Mechanisms controlling the permeability of clays. Clays and Clay Minerals, 19, 151-158.
25. nd edition). Wiley, New York, 437 pp.
26. Mishra, A.K., Ohtsubo, M., Li, L., and Higashi, T. (2006) Effect of salt concentrations on the hydraulic conductivity of the mixtures of basalt soil and various bentonites. Journal of Agricultural Faculty, Kyushu University, Japan, 51, 37-43.
27. Norrish, K. and Quirk, J.P. (1954) Crystalline swelling of montmorillonite. Use of electrolytes to control swelling. Nature, 173, 255-256.
28. Onikata M., Kondo M., and Kamon, M. (1996) Development and characterization of a multiswellable bentonite. Proceedings of the 2nd International Conference on Environmental Geotechnics (M. Kamon, editor). Balkema, Rotterdam, pp. 587-590.
29. Onikata, M., Kondo, M., Hayashi, N., and Yamanaka, S. (1999) Complex formation of cation-exchanged montmorillonites with propylene carbonate: Osmotic swelling in aqueous electrolyte solutions. Clays and Clay Minerals, 47, 672-677.
30. Onikata M., Fujita K., Kondo M., and Yamanaka, S. (2000) Complex formation of homoionic montmorillonite with propylene carbonate and osmotic swelling in aqueous electrolyte solutions. Molecular Crystals and Liquid Crystals, 341, 345-350.
31. Pusch, R. and Weston, R. (2003) Microstructural stability controls the hydraulic conductivity of smectitic buffer clay. Applied Clay Science, 23, 35-41.
32. Quirk, J.P. and Marčelja, S. (1997) Application of doublelayers theories to extensive crystalline swelling of Limontmorillonite. Langmuir, 13, 6241-6248.
33. Rhoades, J.D. (1996) Salinity: electrical conductivity and total dissolved solids. Pp. 417-435 in: Method of Soil Analysis Part 3 (D.L. Sparks, editor). Soil Science Society of America, Madison, Wisconsin, USA.
34. Shackelford, C.D. (2005) Environmental issues in geoenvironmental engineering. Proceedings XVI International Conference ISSMGE, Osaka. Millpress, The Netherlands, pp. 95-122.
35. Shackelford, C.D. and Daniel, D.E. (1991) Diffusion in saturated soils, I: Background. Journal of Geotechnical Engineering, 117, 467-484.
36. Shackelford, C.D. and Lee, J. (2003) The destructive role of diffusion on clay membrane behavior. Clays and Clay Minerals, 51, 186-196.
37. Shackelford, C.D. and Malusis, M.A. (2002) Clay membrane behavior and coupled solute diffusion. Pp. 289-297 in: Chemo-Mechanical Coupling in Clays; from a Nano-Scale to Engineering Applications (C. Di Maio et al., edit ors). Swets & Zeitliger Publishers, The Netherlands.
38. Shackelford, C.D., Benson, C.H., Katsumi, T., Edil, T.B., and Lin, L. (2000) Evaluating the hydraulic conductivity of GCLs permeated with nonstandard liquids. Geotextiles and Geomembranes, 18, 133-161.
39. Sumner, M.E. and Miller, W.P. (1996) Cation exchange capacity and exchange coefficients. Pp. 1201-1229 in: Methods of Soil Analysis Part 3 (D.L. Sparks, editor). Soil Science Society of America, Madison, Wisconsin, USA.
40. Van Impe, P.O., Van Impe, W.F., and Mazzieri, F. (2005) Impact of osmotic efficiency on contaminant transport parameters. Proceedings XVIth International Conference ISSMGE, Osaka. Mil lpress, The Netherlands, pp. 2343-2346.
41. Viani, B.V., Low, P.F., and Roth, C.B. (1983) Direct measurement of the relation between interlayer force and interlayer distance in the swelling of montmorillonite. Journal of Colloid and Interface Science, 96, 229-244.
42. Whitworth, T.M. and Fritz, S.J. (1994) Electrolyte-induced solute permeability effects in compacted smectite membranes. Applied Geochemistry, 9, 533-546.