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Volumn 1, Issue , 2009, Pages 885-888

Hydraulic conductivity of a dense prehydrated GCL subjected to partial desiccation

Author keywords

Dense prehydrated GCL; Desiccation; Hydraulic conductivity; Ion exchange; Water content

Indexed keywords

CATION EXCHANGES; DENSE PREHYDRATED GCL; DESICCATION; DRY/WET CYCLES; DRYING CYCLE; LOW PERMEABILITY;

EID: 79956348631     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.3233/978-1-60750-031-5-885     Document Type: Conference Paper
Times cited : (5)

References (13)
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    • Di Emidio G., Mazzieri, F., Van Impe, P.O. & Van Impe W.F. 2008. Hydraulic conductivity performance of a Dense Prehydrated GCL overlap permeated with sea water. Proceedings Geoamerica 2008, 2-5 March 2008, Cancun.
    • (2008) Proceedings Geoamerica 2008
    • Di Emidio, G.1    Mazzieri, F.2    Van Impe, P.O.3    Van Impe, W.F.4
  • 4
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    • Hydraulic conductivity and cation exchange in non-prehydrated and prehydrated bentonite permeated with weak inorganic salt solutions
    • Jo, H.Y, Benson, C.H., & Edil, T. B. 2004. Hydraulic conductivity and cation exchange in non-prehydrated and prehydrated bentonite permeated with weak inorganic salt solutions. Clays and Clay Minerals, 52(6), 661-679.
    • (2004) Clays and Clay Minerals , vol.52 , Issue.6 , pp. 661-679
    • Jo, H.Y.1    Benson, C.H.2    Edil, T.B.3
  • 5
    • 11144349981 scopus 로고    scopus 로고
    • Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions
    • Jo, H.Y., Benson, C. H., Shackelford, C. D., Lee, J.-M. & Edil, T.B. (2005). Long-term hydraulic conductivity of a Geosynthetic Clay Liner permeated with inorganic salt solutions. Journal of Geotech. and Geoenv. Eng., ASCE, 131(4): 405-417.
    • (2005) Journal of Geotech. and Geoenv. Eng., ASCE , vol.131 , Issue.4 , pp. 405-417
    • Jo, H.Y.1    Benson, C.H.2    Shackelford, C.D.3    Lee, J.-M.4    Edil, T.B.5
  • 6
    • 36649020858 scopus 로고    scopus 로고
    • Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions
    • Elsevier
    • 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 Geomembranes, Elsevier, 26 (1), 14-30.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.1 , pp. 14-30
    • Katsumi, T.1    Ishimori, H.2    Onikata, M.3    Fukagawa, R.4
  • 7
    • 32044434711 scopus 로고    scopus 로고
    • Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions
    • Kolstad, D.C., Benson, C.H., Edil, T.B., & Jo, H.Y. 2004. Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions, Geosynthetics International, 11(3), 233-241.
    • (2004) Geosynthetics International , vol.11 , Issue.3 , pp. 233-241
    • Kolstad, D.C.1    Benson, C.H.2    Edil, T.B.3    Jo, H.Y.4
  • 8
    • 0033506909 scopus 로고    scopus 로고
    • Effect of wet-dry cycling on swelling and hydraulic conductivity of GCLs
    • Lin, L.C. & Benson, C.H. (2000). Effect of Wet-Dry Cycling on Swelling and Hydraulic Conductivity of GCLs. Journal of Geotech. and Geoenv. Eng., ASCE. 126(1): 40-49.
    • (2000) Journal of Geotech. and Geoenv. Eng., ASCE , vol.126 , Issue.1 , pp. 40-49
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  • 9
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    • Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers
    • Meer S.R. & Benson, C.H. 2007. Hydraulic conductivity of Geosynthetic Clay Liners exhumed from landfill final covers. Journal of Geotech. and Geoenv. Engi. ASCE, 133(5), 550-562.
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  • 10
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    • Melchior, S. 2002. Field studies and excavations of geosynthetic clay barriers in landfill covers. Clay geosynthetic barriers. Zazinger H, Koerner R., and Gartung eds, Swets and Zeitlinger, Lesse, 321-330
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  • 13
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.