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Volumn , Issue , 2022, Pages 295-302

Desiccation behaviour of selected geosynthetic clay liners

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EID: 85127657617     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1201/9781003078777-29     Document Type: Chapter
Times cited : (4)

References (17)
  • 1
    • 0033237203 scopus 로고    scopus 로고
    • Oedometric and water-retention behavior of highly compacted unsaturated smectites
    • Al-Mukhtar, M., Qi, Y., Alcover, J.-F. & Bergaya. 1999. Oedometric and water-retention behavior of highly compacted unsaturated smectites, Canadian Geotechnical Journal, 36, 675-684.
    • (1999) Canadian Geotechnical Journal , vol.36 , pp. 675-684
    • Al-Mukhtar, M.1    Qi, Y.2    Alcover, J.-F.3    Bergaya4
  • 2
    • 85127697488 scopus 로고    scopus 로고
    • Special Issue on Geosynthetic Clay Liners
    • Editor R.K. Rowe, April-August 2000, Elsevier Science Ltd
    • Bouazza, A. 2000. Special Issue on Geosynthetic Clay Liners, Geotextiles and Geomembranes, Editor R.K. Rowe, Vol. 18, Nos. 2-4, April-August 2000, Elsevier Science Ltd., p. 271.
    • (2000) Geotextiles and Geomembranes , vol.18 , Issue.2-4 , pp. 271
    • Bouazza, A.1
  • 4
    • 0031277764 scopus 로고    scopus 로고
    • Desiccation of mineral liners below landfills with heat generation
    • Döll, P. 1997. Desiccation of mineral liners below landfills with heat generation, Journal of Geotechnical and Geoenvironmental Engineering, 123(11), 1001-1019.
    • (1997) Journal of Geotechnical and Geoenvironmental Engineering , vol.123 , Issue.11 , pp. 1001-1019
    • Döll, P.1
  • 6
    • 0008783628 scopus 로고    scopus 로고
    • Engineering properties and uses of Geosynthetic Clay Liners
    • (Eds. Dixon, N, Murray, E.J and Jones, D.R.V.), Thomas Telford Publishing, London
    • Gartung, E. & Zanzinger, H. 1998. Engineering properties and uses of Geosynthetic Clay Liners, Geotechnical engineering of landfills (Eds. Dixon, N, Murray, E.J and Jones, D.R.V.), Thomas Telford Publishing, London, pp. 131-149.
    • (1998) Geotechnical engineering of landfills , pp. 131-149
    • Gartung, E.1    Zanzinger, H.2
  • 10
    • 0004693327 scopus 로고
    • Characteristics and sealing effect of bentonite
    • (Eds. Koerner, R.M, E. Gartung and Zanzinger, H.), Balkema Publishers
    • Madsen, F. & Nüesch, R. 1995. Characteristics and sealing effect of bentonite. In Geosynthetic Clay Liners (Eds. Koerner, R.M, E. Gartung and Zanzinger, H.), Balkema Publishers, 31-49.
    • (1995) Geosynthetic Clay Liners , pp. 31-49
    • Madsen, F.1    Nüesch, R.2
  • 13
    • 0031393249 scopus 로고    scopus 로고
    • Geosynthetic clay liner (GCL)- chemical compatibility by hydraulic conductivity test and factors imparting their performance
    • Petrov, R. & Rowe, R. 1997. Geosynthetic clay liner (GCL)- chemical compatibility by hydraulic conductivity test and factors imparting their performance, Canadian Geotechnical Journal, 34, 863-885.
    • (1997) Canadian Geotechnical Journal , vol.34 , pp. 863-885
    • Petrov, R.1    Rowe, R.2
  • 14
    • 0001784105 scopus 로고    scopus 로고
    • Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types
    • Petrov, R., Rowe, R. & Quigley, R. 1997. Comparison of laboratory-measured GCL hydraulic conductivity based on three permeameter types, Geotechnical Testing Journal, 20(1), 49-62.
    • (1997) Geotechnical Testing Journal , vol.20 , Issue.1 , pp. 49-62
    • Petrov, R.1    Rowe, R.2    Quigley, R.3
  • 16
    • 0019057216 scopus 로고
    • A closed form equation for predicting the hydraulic conductivity of unsaturated soils
    • Van Genuchten, M.Th. 1980. A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. Journal, 44, 892-898.
    • (1980) Soil Sci. Soc. Am. Journal , vol.44 , pp. 892-898
    • Van Genuchten, M.T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.