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Volumn 1308, Issue , 1997, Pages 30-44

Effect of swell pressure on GCL cover stability

Author keywords

Geosynthetic clay liners; Slope stability; Swell pressure

Indexed keywords


EID: 5544282045     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp11792s     Document Type: Article
Times cited : (8)

References (11)
  • 2
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    • Geotechnical Special Publication No. 13, , American Society of Civil Engineers, New York
    • Schubert, W.R. (1987). "Bentonite Matting in Composite Lining Systems." Proceedings of Specialty Conference Geotechnical Practice for Waste Disposal, Geotechnical Special Publication No. 13, , American Society of Civil Engineers, New York, pp. 784-796.
    • (1987) Proceedings of Specialty Conference Geotechnical Practice for Waste Disposal , pp. 784-796
    • Schubert, W.R.1
  • 3
    • 5544221304 scopus 로고
    • United States and Canada GCL Market Update
    • Industrial Fabrics Association International, St. Paul, Minnesota, April/May
    • Jagielski, K. (1994). "United States and Canada GCL Market Update." Geotechnical Fabrics Report, Industrial Fabrics Association International, St. Paul, Minnesota, April/May, p. 24.
    • (1994) Geotechnical Fabrics Report , pp. 24
    • Jagielski, K.1
  • 4
    • 5544239037 scopus 로고    scopus 로고
    • Market Report Shows Geosynthetics Made Modest Gain in 1995
    • Industrial Fabrics Association International, St. Paul, Minnesota, May
    • Industry News (1996). "Market Report Shows Geosynthetics Made Modest Gain in 1995." Geotechnical Fabrics Report, Industrial Fabrics Association International, St. Paul, Minnesota, May, p. 6.
    • (1996) Geotechnical Fabrics Report , pp. 6
  • 5
    • 5544294703 scopus 로고    scopus 로고
    • What is the Acceptable Shear Strength of a Geosynthetic Clay Liner?
    • ASTM STP 1308, American Society for Testing and Materials, Philadelphia, PA
    • Cowland, J.W. (1996). "What is the Acceptable Shear Strength of a Geosynthetic Clay Liner?" Proceedings of Symposium on Testing and Acceptance Criteria for Geosynthetic Clay Liners, ASTM STP 1308, American Society for Testing and Materials, Philadelphia, PA.
    • (1996) Proceedings of Symposium on Testing and Acceptance Criteria for Geosynthetic Clay Liners
    • Cowland, J.W.1
  • 6
    • 5544297434 scopus 로고
    • thesis submitted in partial fulfillment of the requirements for the Masters of Science Degree, Drexel University, Philadelphia, PA
    • Leisher, P.J. (1992). "Hydration and Shear Strength Behavior of Geosynthetic Clay Liners." thesis submitted in partial fulfillment of the requirements for the Masters of Science Degree, Drexel University, Philadelphia, PA, 130 pp.
    • (1992) Hydration and Shear Strength Behavior of Geosynthetic Clay Liners
    • Leisher, P.J.1
  • 7
    • 0008228315 scopus 로고
    • thesis submitted in partial fulfillment of the requirements for the Masters of Science Degree, University of Texas, Austin, TX
    • Shan, H.Y. (1990). "Laboratory Tests on Bentonitic Blankets." thesis submitted in partial fulfillment of the requirements for the Masters of Science Degree, University of Texas, Austin, TX, 84 pp.
    • (1990) Laboratory Tests on Bentonitic Blankets
    • Shan, H.Y.1
  • 8
    • 0028166634 scopus 로고
    • Landfill Liner Interface Strengths from Torsional-Ring-Shear Tests
    • American Society of Civil Engineers
    • Stark, T.D. and Poeppel, A.R. (1994) "Landfill Liner Interface Strengths From Torsional-Ring-Shear Tests," Journal of Geotechnical Engineering, American Society of Civil Engineers, Vol. 120, No. 3, pp. 597-615.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.3 , pp. 597-615
    • Stark, T.D.1    Poeppel, A.R.2
  • 9
    • 0030422423 scopus 로고    scopus 로고
    • Geomembrane/Geotextile Interface Shear Strength
    • American Society of Civil Engineers
    • Stark, T.D., Williamson, T. A., and Eid, H.T. (1996) "Geomembrane/Geotextile Interface Shear Strength," Journal of Geotechnical Engineering, American Society of Civil Engineers, Vol. 122, No 3, pp. 197-203.
    • (1996) Journal of Geotechnical Engineering , vol.122 , Issue.3 , pp. 197-203
    • Stark, T.D.1    Williamson, T.A.2    Eid, H.T.3
  • 10
    • 5544268941 scopus 로고
    • Drained Residual Strength of Cohesive Soils
    • American Society of Civil Engineers
    • Stark, T.D. and Eid, H.T. (1992) "Drained Residual Strength of Cohesive Soils," Journal of Geotechnical Engineering, American Society of Civil Engineers, Vol. 120, No. 3, pp. 597-615.
    • (1992) Journal of Geotechnical Engineering , vol.120 , Issue.3 , pp. 597-615
    • Stark, T.D.1    Eid, H.T.2
  • 11
    • 0342530891 scopus 로고
    • Residual Strength of Clays and Clay-Shales by Rotation Shear Tests
    • thesis submitted in partial fulfillment of the requirements for the Ph.D. Degree reprinted as Harvard University Press, Cambridge, MA
    • La Gatta, D.P. (1970). "Residual Strength of Clays and Clay-Shales by Rotation Shear Tests." thesis submitted in partial fulfillment of the requirements for the Ph.D. Degree reprinted as Harvard Soil Mechanics Series No. 86, Harvard University Press, Cambridge, MA, pp. 204.
    • (1970) Harvard Soil Mechanics Series , Issue.86 , pp. 204
    • La Gatta, D.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.