Effect of NaCl on hydraulic properties of bentonite and bentonite-palygorskite mixture

Geosynthetics International

Volumn 17, Issue 4, 2010, Pages 250-259

  Frankovska J ^a   Andrejkovicova S ^b   Janotka, I ^c,d  

^a SLOVAK UNIVERSITY OF TECHNOLOGY   (Slovakia)

^b INSTITUTE OF CHEMISTRY   (Slovakia)

^c Building Testing and Research Institute   (Slovakia)

^d INSTITUTE OF CONSTRUCTION AND ARCHITECTURE   (Slovakia)

Author keywords

Bentonite; Chemical properties; Geosynthetic clay liners; Geosynthetics; Geotechnical properties; Palygorskite

Indexed keywords

CHEMICAL PROPERTIES; GEOSYNTHETIC MATERIALS; HYDRAULIC CONDUCTIVITY; MIXTURES; SALINE WATER; SODIUM CHLORIDE;

GEOSYNTHETIC CLAY LINERS; GEOSYNTHETICS; GEOTECHNICAL PROPERTIES; HYDRAULIC PROPERTIES; NACL CONCENTRATION; PALYGORSKITES; SALINE ENVIRONMENT; SEALING COMPONENT;

BENTONITE;

BENTONITE; CHEMICAL PROPERTY; CLAY LINER; GEOSYNTHETICS; GEOTECHNICAL PROPERTY; HYDRAULIC CONDUCTIVITY; PALYGORSKITE; SODIUM CHLORIDE;

ABSORPTION; CHEMICAL PROPERTY; CLAY LINER; GEOSYNTHETICS; HYDRAULICS; INORGANIC COMPOUND;

EID: 77955902649     PISSN: 10726349     EISSN: 17517613     Source Type: Journal    
DOI: 10.1680/gein.2010.17.4.250     Document Type: Article

References (44)

1. Álvarez-Ayuso, E. & García-Sánchez, A. (2007). Removal of cadmium from aqueous solutions by palygorskite. Journal of Hazardous Materials, 147, Nos 1-2, 594-600.
2. Andrejkovičová, S., Janotka, I. & Komadel, P. (2008a). Phase composition and geotechnical evaluation of bentonite for lieskovec deposit, Slovakia. Applied Clay Science, 38, No. 3, 297-303.
3. Andrejkovičová, S., Rocha, F., Janotka, I. & Komadel, P. (2008b). An investigation into the use of blends of two bentonites for geosynthetic clay liners. Geotextiles and Geomembranes, 26, No. 5, 436-445.
4. Ashmawy, A. K., Muhammad, N. & Elhajji, D. (2005). Advection, diffusion, and sorption characteristics of inorganic chemicals in GCL bentonite. In Geo-Frontiers 2005: Waste Containment and Remediation (Geotechnical Special Publication 142), Rathje, E. M., Editor, American Society of Civil Engineers, Reston, VA, USA, pp. 3249-3258.
5. Augsburger, M. S., Strasser, E., Perino, E., Mercader, R. C. & Pedregosa, J. C. (1998). FTIR and Mossbauer investigation of a substituted palygorskite: silicate with a channel structure. Journal of Physics and Chemistry of Solids, 59, No. 2, 175-180.
6. Babu, G. L. S., Sporer, H., Zanzinger, H. & Gartung, E. (2001). Self-healing properties of geosynthetic clay liner. Geosynthetics International, 8, No. 5, 461-470.
7. Baslík, R. & Janotka, I. (1996). The use of GCLs for landfills in Slovakia: geotechnical and legislative requirements. Proceedings of 1st European Geosynthetics Conference and Exhibition, Maastricht, pp. 829-835.
8. Baslík, R., Janotka, I., Černá, Ž. & Papajová, V. (1994). Sealing geosynthetics products filled by bentonite and zeolite filler. Proceedings of 5th International Conference on Geotextiles, Geomembranes and Related Products, Singapore, pp. 991-994.
9. Baslík, R., Frankovská, J. & Janotka, I. (1997). Sealing mineral materials for landfill liners. Proceedings of International Symposium on Engineering Geology and the Environment, Marinos, P. G., Editor, A. A. Balkema, Netherlands, pp. 1593-1597.
10. Bouazza, A. & Vangpaisal, T. (2007). Gas transmissivity at the interface of a geomembrane and the geotextile cover of a partially hydrated geosynthetic clay liner. Geosynthetics International, 14, No. 5, 316-319.
11. Brunauer, S., Emmett, P. H. & Teller, E. (1938). Adsorption of gases in multi-molecular layers. Journal of the American Chemical Society, 60, No. 2, 309-319.
12. BS 1377-2 (1990). Methods of Test for Soils for Civil Engineering Purposes: Classification Tests. British Standards Institution, Milton Keynes, UK.
13. Carson, D. A. (1994). US-EPA Experiences with Geosynthetic Clay Liners, Geokunststoff-Ton-Dichtungen, Report GTD, LGA Bayern, Nurnberg, pp. 27-37.
14. Castellanos, E., Gens, A., Lloret, A. & Romero, E. (2006). Influence of water chemistry on the swelling capacity of a high-density bentonite. Proceedings of Unsaturated Soils 2, GSP 147, ASCE, Reston, VA, USA, Vol. 1, pp. 962-972.
15. CETCO (1994). Bentomat TR-409, Manufacturing Quality Assurance and Quality Control Manual, Report Technical Data Sheet, CETCO, Hoffman Estates, IL, USA, 20 pp.
16. Dananaj, I., Frankovská, J. & Janotka, I. (2005). The influence of smectite content on microstructure and geotechnical properties of calcium and sodium bentonites. Applied Clay Science, 28, Nos 1-4, 223-232.
17. Chahi, A., Petit, S. & Decarreau, A. (2002). Infrared evidence of dioctahedral-trioctahedral site occupancy in palygorskite. Clays and Clay Minerals, 50, No. 3, 306-313.
18. EN 196-2 (2005). Methods of Testing Cement. Part 2: Chemical Analysis of Cement. European Committee for Standardisation, Brussels, Belgium.
19. EN 1997-2 (2007). Eurocode 7: Geotechnical Design. Part 2: Ground Investigation and Testing. European Committee for Standardisation, Brussels, Belgium.
20. Egloffstein, T. (1994). Einsatz von Bentonitmatten in Kontakt mit Schadstoffbelasteten Boden und Wassern. Geokunststoff-Ton-Dichtungen der Landesgewerbeanstalt Bayern und des Geosynthetic Research Institute, Philadelphia, Nurnberg, pp. 89-110.
21. Egloffstein, T. (1996). Bentonite as sealing material in geosynthetic clay liner. Proceedings of the 1st European Geosynthetics Conference and Exhibition, Maastricht, pp. 799-806.
22. Farmer, V. C. (1974). Layer silicates. Infrared Spectra of Minerals, Farmer, V. C., Editor, Mineralogical Society, London, pp. 331-363.
23. Frost, R. L. (2001). Infrared spectroscopic study of potassium and cesium acetate-intercalated kaolinites. Vibrational Spectroscopy, 26, No. 1, 33-42.
24. Head, K. H. (1992). Soil Classification and Compaction Tests: Manual of Soil Laboratory Testing, Vol. 1, 2nd edn, Pentech Press, London.
25. Head, K. H. (1994). Permeability, Shear Strength and Compressibility Tests: Manual of Soil Laboratory Testing, Vol. 2, 2nd edn, Pentech Press, London.
26. Janotka, I., Kišš, Š. & Baslík, R. (2002). Geosynthetic mat Tatrabent: development, production and application. Applied Clay Science, 21, Nos 1-2, 21-31.
27. Jones, B. F. & Galán, E. (1988). Sepiolite and palygorskite. Hydrous Phyllosilicates (Exclusive of Micas), Bailey, S. W, Editor, Mineralogical Society of America, Chantilly, VA, USA, pp. 631-674.
28. Karunaratne, G. P., Chew, S. H., Lee, S. L. & Sinha, A. N. (2001). Bentonite: kaolinite clay liner. Geosynthetics International, 8, No. 2,113-133.
29. Katsumi, T., Ishimori, H., Onikata, M. & Fukagawa, R. (2008). Long term barrier performance of modified bentonite materials against sodium and calcium permeant solutions. Geotextiles and Geomem-branes, 26, No. 1, 14-33.
30. Kaufhold, S. & Dohrmann, R. (2003). Beyond the methylene blue method: determination of the smectite content using the cutriene method. Zeitschrift fuer Angewandte Geologie, 49, No. 2, 13-17.
31. Koerner, R. & Daniel, D. (1994). A suggested methodology for assessment the technical equivalency of GCLs to CCLs. Geokunststoff-Ton-Dichtungen GTD, LGA Bayern, Nurnberg, pp. 61-83.
32. Madejová, J. & Komadel, P. (2001). Baseline studies of the Clay Minerals Society source clays: infrared methods. Clays and Clay Minerals, 49, No. 5, 410-432.
33. Madejová, J., Kečkéš, J., Pálková, H. & Komadel, P. (2002). Identification of components in smectite/kaolinite mixtures. Clay Minerals, 37, No. 2, 377-388.
34. Martín Vivaldi, J. L. & Fenoll, P. (1970). Palygorskites and sepiolites (hormites). Differential Thermal Analysis, Mackenzie, R. C., Editor, Academic Press, London, Vol. 1, pp. 553-573.
35. Meier, L. P. & Kahr, G. (1999). Determination of the cation exchange capacity (CEC) of clay minerals using the complexes of copper(II) ion with triethylenetetramine and tetraethylenepentamine. Clays and Clay Minerals, 47, No. 4, 386-388.
36. Murray, H. H. (2000a). Applied clay mineralogy today and tomorrow. Clay Minerals, 34, No. 1, 39-49.
37. Murray, H. H. (2000b). Traditional and new applications for kaolin, smectite and palygorskite: a general overview. Applied Clay Science, 17, Nos 5-6, 207-221.
38. Neaman, A. & Singer, A. (2004). The effects of palygorskite on chemical and physico-chemical properties of soils: a review. Geoderma, 123, Nos 3-4, 297-303.
39. Parkes, W. R. (1982). Occupational Lung Disorders, Butterworth, London, UK, pp. 310-318.
40. Saathoff, F. & Keller, D. (1996). Examples for the use geosynthetics in landfill covers. Proceedings of 1st European Geosynthetics Conference and Exhibition, Maastricht, pp. 815-822.
41. Southen, J. & Rowe, R. K. (2007). Evaluation of the water retention curve for geosynthetic clay liners. Geotextiles and Geomembranes, 25, No. 1, 2-9.
42. Suárez, M. & García-Romero, E. (2006). FTIR spectroscopic study of palygorskite: influence of the composition of the octahedral sheet. Applied Clay Science, 31, Nos 1-2, 154-163.
43. Von Maubeuge, K. & Ehrenberg, H. (1996). Requirements and design of landfill caps with approved geosynthetic clay liner. Proceedings of 1st European Geosynthetics Conference and Exhibition, Maastricht, pp. 795-798.
44. Yilmaz, G., Yetimoglu, T. & Arasan, S. (2008). Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions. Waste Management & Research, 26, No. 5, 464-473.