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Volumn 123, Issue 5, 1997, Pages 402-410

Geosynthetic clay liners subjected to differential settlement

Author keywords

[No Author keywords available]

Indexed keywords

BENTONITE; GEOTEXTILES; HYDRAULIC CONDUCTIVITY; SETTLEMENT OF STRUCTURES; TENSILE TESTING;

EID: 0031148293     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:5(402)     Document Type: Article
Times cited : (60)

References (19)
  • 1
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    • Ajaz, A., and Parry, R. H. G. (1975). "Strain-strain behavior of two compacted clays in tension and compression." Géotechnique, London, England, 25(3), 495-512.
    • (1975) Géotechnique , vol.25 , Issue.3 , pp. 495-512
    • Ajaz, A.1    Parry, R.H.G.2
  • 3
    • 3743052481 scopus 로고
    • Geosynthetic clay liners
    • Daniel, D. E. (1991). "Geosynthetic clay liners." Geotech. News, 9(4), 28-33.
    • (1991) Geotech. News , vol.9 , Issue.4 , pp. 28-33
    • Daniel, D.E.1
  • 4
    • 0000448330 scopus 로고
    • Clay liners
    • D. E. Daniel, ed., Chapman & Hall, Ltd., London, England
    • Daniel, D. E. (1993). "Clay liners." Geotechnical practice for waste disposal, D. E. Daniel, ed., Chapman & Hall, Ltd., London, England, 137-163.
    • (1993) Geotechnical Practice for Waste Disposal , pp. 137-163
    • Daniel, D.E.1
  • 5
    • 0003790666 scopus 로고
    • Cover systems
    • D. E. Daniel, ed., Chapman & Hall, Ltd., London, England
    • Daniel, D. E., and Koerner, R. M. (1993). "Cover systems." Geotechnical practice for waste disposal. D. E. Daniel, ed., Chapman & Hall, Ltd., London, England, 455-496.
    • (1993) Geotechnical Practice for Waste Disposal , pp. 455-496
    • Daniel, D.E.1    Koerner, R.M.2
  • 6
    • 0000415074 scopus 로고
    • Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner
    • Industrial Fabrics Association International, St. Paul, Minn.
    • Daniel, D. E., Shan, H. Y., and Anderson, J. D. (1993). "Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner." Geosynthetics '93. Industrial Fabrics Association International, St. Paul, Minn., Vol. 3, 1483-1496.
    • (1993) Geosynthetics '93 , vol.3 , pp. 1483-1496
    • Daniel, D.E.1    Shan, H.Y.2    Anderson, J.D.3
  • 7
    • 0026938899 scopus 로고
    • Hydraulic conductivity of three geosynthetic clay liners
    • ASCE
    • Estornell, P., and Daniel, D. E. (1992). "Hydraulic conductivity of three geosynthetic clay liners." J. Geotech. Engrg., ASCE, 118(10), 1592-1606.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.10 , pp. 1592-1606
    • Estornell, P.1    Daniel, D.E.2
  • 9
    • 0025920577 scopus 로고
    • Subsidence effects on clay barriers
    • London, England
    • Jessberger, H. L., and Stone, K. (1991). "Subsidence effects on clay barriers." Géotechnique, London, England, 41(2), 185-194.
    • (1991) Géotechnique , vol.41 , Issue.2 , pp. 185-194
    • Jessberger, H.L.1    Stone, K.2
  • 11
    • 0026862542 scopus 로고
    • Better cover-ups
    • ASCE
    • Koerner, R. M., and Daniel, D. E. (1992). "Better cover-ups." Civ. Engrg., ASCE, 62(5), 55-57.
    • (1992) Civ. Engrg. , vol.62 , Issue.5 , pp. 55-57
    • Koerner, R.M.1    Daniel, D.E.2
  • 13
    • 0002951166 scopus 로고
    • Flexibility of clay and cracking of earth dams
    • ASCE
    • Leonards, G. A., and Narain, J. (1963). "Flexibility of clay and cracking of earth dams." J. Soil Mech. and Found. Div., ASCE, 89(2), 47-98.
    • (1963) J. Soil Mech. and Found. Div. , vol.89 , Issue.2 , pp. 47-98
    • Leonards, G.A.1    Narain, J.2
  • 14
    • 0029193916 scopus 로고
    • Flexibility of fine-grained soils
    • Y. B. Acar and D. E. Daniel, eds., ASCE, New York, N.Y.
    • Lozano, N., and Aughenbaugh, N. R. (1995). "Flexibility of fine-grained soils." The geoenvironment 2000, Y. B. Acar and D. E. Daniel, eds., ASCE, New York, N.Y., 844-858.
    • (1995) The Geoenvironment 2000 , pp. 844-858
    • Lozano, N.1    Aughenbaugh, N.R.2
  • 15
    • 0001057835 scopus 로고
    • Assessment of deformed mineral sealing layers
    • Bolton University, Manchester, England
    • Scherbeck, R., and Jessberger, H. L. (1993). "Assessment of deformed mineral sealing layers." Proc., Green '93, Bolton University, Manchester, England.
    • (1993) Proc., Green '93
    • Scherbeck, R.1    Jessberger, H.L.2
  • 16
    • 3743122786 scopus 로고
    • Mineral liner reaction from settlement induced deformation
    • H. Y. Ko and F. G. McLean, eds., A. A. Balkema, Rotterdam, The Netherlands
    • Scherbeck, R., Jessberger, H. J., and Stone, K. (1991). "Mineral liner reaction from settlement induced deformation." Centrifuge 91, H. Y. Ko and F. G. McLean, eds., A. A. Balkema, Rotterdam, The Netherlands, 121-128.
    • (1991) Centrifuge 91 , pp. 121-128
    • Scherbeck, R.1    Jessberger, H.J.2    Stone, K.3
  • 17
    • 0002035655 scopus 로고
    • Results of laboratory tests on a geotextile/bentonite liner material
    • Industrial Fabrics Association International, St. Paul, Minn.
    • Shan, H. Y., and Daniel, D. E. (1991). "Results of laboratory tests on a geotextile/bentonite liner material." Proc., Geosynthetics '91 Industrial Fabrics Association International, St. Paul, Minn., Vol. 2, 517-535.
    • (1991) Proc., Geosynthetics '91 , vol.2 , pp. 517-535
    • Shan, H.Y.1    Daniel, D.E.2
  • 19
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    • Industrial Fabrics Association International, St. Paul, Minn.
    • Weiss, W., Siegmund, M., and Alexiew, D. (1995). "Field performance of a geosynthetic clay liner landfill capping system under simulated waste subsidence." Proc., Geosynthetics '95, Industrial Fabrics Association International, St. Paul, Minn., Vol. 2, 641-654.
    • (1995) Proc., Geosynthetics '95 , vol.2 , pp. 641-654
    • Weiss, W.1    Siegmund, M.2    Alexiew, D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.