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Volumn , Issue , 2008, Pages 526-531

Evaluating methods to modify the chemical resistance of geosynthetic clay liners

Author keywords

Bentonite; Chemical compatibility confining pressure; Hydraulic conductivity; Prehydration

Indexed keywords

DETERIORATION; GEOSYNTHETIC MATERIALS; HYDRAULIC CONDUCTIVITY; MOLAR CONCENTRATION; ROCK PRESSURE; SODIUM CHLORIDE;

EID: 79954956551     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1007/978-3-540-69313-0_98     Document Type: Conference Paper
Times cited : (4)

References (16)
  • 3
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of bentonite component of a geosynthetic clay liner
    • Daniel DE, Shan HY, Anderson JD (1993) Effects of partial wetting on the performance of bentonite component of a geosynthetic clay liner, Geosynthetics '93, 3: 1482-1496
    • (1993) Geosynthetics , vol.93 , Issue.3 , pp. 1482-1496
    • Daniel, D.E.1    Shan, H.Y.2    Anderson, J.D.3
  • 4
    • 2042465003 scopus 로고    scopus 로고
    • Permeability of an organo-modified bentonite to ethanol-water solutions
    • Gates WP, Nefiodovas A, Peter P (2004) Permeability of an organo-modified bentonite to ethanol-water solutions. Clays and Clay Minerals 52 (2): 192-203
    • (2004) Clays and Clay Minerals , vol.52 , Issue.2 , pp. 192-203
    • Gates, W.P.1    Nefiodovas, A.2    Peter, P.3
  • 8
    • 36649009410 scopus 로고    scopus 로고
    • Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachates
    • Katsumi T, Ishimori H, Ogawa A, Yoshikawa K, Hanamoto K, Fukagawa R (2007a) Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachates, Soils and Foundations 47(1): 79-96
    • (2007) Soils and Foundations , vol.47 , Issue.1 , pp. 79-96
    • Katsumi, T.1    Ishimori, H.2    Ogawa, A.3    Yoshikawa, K.4    Hanamoto, K.5    Fukagawa, R.6
  • 9
    • 84926045487 scopus 로고    scopus 로고
    • Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions
    • accepted for publication
    • Katsumi T, Ishimori H, Onikata M, Fukagawa R (2007b) Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions, Geotextiles and Geomembranes. (accepted for publication)
    • (2007) Geotextiles and Geomembranes
    • Katsumi, T.1    Ishimori, H.2    Onikata, M.3    Fukagawa, R.4
  • 10
    • 32044434711 scopus 로고    scopus 로고
    • Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions
    • Kolstad DC, Benson CH, Edil TB, Jo HY (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
  • 11
    • 34548405570 scopus 로고    scopus 로고
    • Concentration dependency of the prehydration effect for a geosynthetic clay liner
    • Lee JM, Shackelford CD (2005) Concentration dependency of the prehydration effect for a geosynthetic clay liner, Soils and Foundations 45(4): 27-41
    • (2005) Soils and Foundations , vol.45 , Issue.4 , pp. 27-41
    • Lee, J.M.1    Shackelford, C.D.2
  • 12
    • 0035241863 scopus 로고    scopus 로고
    • Use of organoclay as secondary containment for gasoline storage tanks
    • Lo IMC, Yang X (2001) Use of organoclay as secondary containment for gasoline storage tanks. Journal of Environmental Engineering 127(2): 154-161
    • (2001) Journal of Environmental Engineering , vol.127 , Issue.2 , pp. 154-161
    • Imc, L.1    Yang, X.2
  • 14
    • 0031393249 scopus 로고    scopus 로고
    • Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance
    • Petrov RJ, Rowe RW (1997) Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance, Canadian Geotechnical Journal 34: 863-885.
    • (1997) Canadian Geotechnical Journal , vol.34 , pp. 863-885
    • Petrov, R.J.1    Rowe, R.W.2
  • 16
    • 0035007448 scopus 로고    scopus 로고
    • Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions
    • Vasko SM, Jo HY, Benson CH, Edil T B, Katsumi T (2001) Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions, Geosynthetics Conference 2001: 685-699
    • (2001) Geosynthetics Conference , vol.2001 , pp. 685-699
    • Vasko, S.M.1    Jo, H.Y.2    Benson, C.H.3    Edil, T.B.4    Katsumi, T.5


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.