Factors affecting the chemical compatibility and the barrier performance of GCLs

Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering: Geotechnology in Harmony with the Global Environment

Volumn 4, Issue , 2005, Pages 2285-2288

  Katsumi, T ^a   Fukagawa, R ^b  

^a KYOTO UNIVERSITY   (Japan)

^b RITSUMEIKAN UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BARRIER PERFORMANCE; CHEMICAL COMPATIBILITY; CHEMICAL EFFECT; COVER SYSTEM; GEOSYNTHETIC CLAY LINERS; HYDRAULIC BARRIER; LEACHATES; LONG TERM PERFORMANCE; MODIFIED BENTONITES; OVERBURDEN PRESSURES; SMECTITES; THIN LAYERS; WASTE CONTAINMENT FACILITIES;

CLAY MINERALS; GEOSYNTHETIC MATERIALS; GEOTECHNICAL ENGINEERING; HYDRAULIC CONDUCTIVITY; SOIL MECHANICS;

BENTONITE;

EID: 84868574768     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (14)

1. Daniel, D.E., Shan, H.-Y., and Anderson, J.D. 1993. Effects of partial wetting on the performance of the bentonite component of a geo-synthetic clay liner, Geosynthetics'93, IFAI, pp. 1482-1496.
2. Giroud, J.P. Badu-Tweneboah, K., and Soderman, K.L. 1997. Comparison of leachate flow through compacted clay liners and geosyn-thetic clay liners in landfill liner systems, Geosvnthetics International, Vol. 4, Nos. 3-4, pp. 391-431.
3. Jo, H.Y., Katsumi, T., Benson, CH., 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, ASCE, Vol.127, No.7, pp.557-567.
4. Katsumi, T., Onikata, M., Hasegawa, S., Lin, L., Kondo, M, and Ka-mon, M. 2001. Chemical compatibility of modified bentonite permeated with inorganic solutions, Geoenvironmental Engineering, R.N. Yong and H.R. Thomas (eds.), Thomas Telford, pp. 419-424.
5. Katsumi, T., Ogawa, A., Fukagawa, R. 2004a. Effect of chemical solutions on hydraulic barrier performance of clay geosynthetic barriers, Proceedings of the Third European Geosynthetics Conference, pp. 701-706.
6. Katsumi, T., Ogawa, A., and Fukagawa, R. 2004b. Effect of prehydrati-on on hydraulic performance of geosynthetic clay liners permeated with inorganic chemical solutions, Proceedings of the Third Asian Regional Conference on Geosynthetics, pp. 937-944.
7. Kolstad, D.C., Benson, CH., and Edil, T.B. 2004. Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.130, No. 12, pp.1236-1249.
8. Mesri, G. and Olson, R. 1971. Mechanisms controlling the permeability of clays, Clays and Clay Minerals, Vol. 19, pp. 151-158.
9. Mitchell, J.K. 1993. Fundamentals of Soil Behavior, 2nd Edition, John Wiley & Sons, Inc., New York, 437 p.
10. Onikata, M., Kondo, M., and Kamon, M. 1996. Development and characterization of a multiswellable bentonite, Environmental Geo-technics, M. Kamon (ed.), Balkema, pp. 587-590.
11. Petrov, R.J. and Rowe, R.K. 1997. Geosynthetic clay liner (GCL) -chemical compatibility by hydraulic conductivity testing and factors impacting its performance, Canadian Geotechnical Journal, Vol. 34, pp. 863-885.
12. Ruhl, J.L. and Daniel, D.E. 1997. Geosynthetic clay liners permeated with chemical solutions and leachates, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.123, No.4, pp.369-381.
13. Shackelford, CD., Benson, CH., Katsumi, T., Edil, T.B., and Lin, L. 2000. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids, Geotextiles and Geomembranes, Elsevier, Vol. 18, Nos. 2-3, pp. 133-161.
14. Vasko, S.M., Jo, H.Y., Benson, CH., Edil, T.B., and Katsumi, T. 2001. Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions, Geosynthetics Conference 2001, IFAI, pp. 685-699.