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Volumn 16, Issue 1, 1998, Pages 45-71

Shear strength properties of geomembrane/geotextile interfaces

Author keywords

[No Author keywords available]

Indexed keywords

GEOMEMBRANES; GEOTEXTILES; LANDFILL LININGS; MECHANICAL TESTING; SHEAR STRENGTH; STRAIN;

EID: 0032004052     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(97)10022-X     Document Type: Article
Times cited : (96)

References (15)
  • 2
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    • A simple ring shear apparatus
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    • Bromhead, E.N.1
  • 4
    • 0001022049 scopus 로고
    • Cause and mechanism of failure, Kettleman Hills Landfill B-19, Phase IA
    • Geotechnical Special Publication No. 31. R. B. Seed, R. W. Boulanger (Eds.)
    • Byrne, R. J., Kendall, J. and Brown, S., 1992. Cause and mechanism of failure, Kettleman Hills Landfill B-19, Phase IA. Stability and performance of slopes and embankments-II. Geotechnical Special Publication No. 31. in: R. B. Seed, R. W. Boulanger (Eds.), pp. 1188-1215.
    • (1992) Stability and Performance of Slopes and Embankments-II , pp. 1188-1215
    • Byrne, R.J.1    Kendall, J.2    Brown, S.3
  • 5
    • 0003250070 scopus 로고
    • Design issues with strain-softening interfaces in landfill liners
    • Charleston, South Carolina
    • Byrne, R. J., 1994. Design issues with strain-softening interfaces in landfill liners. Proc. Waste Tech '94, Charleston, South Carolina.
    • (1994) Proc. Waste Tech '94
    • Byrne, R.J.1
  • 7
    • 0002545291 scopus 로고
    • Stability of soil layers on geosynthetic lining systems
    • San Diego, USA
    • Giroud, J.-P., Beech, J. F., 1989. Stability of soil layers on geosynthetic lining systems. Proc. Geosynthetics '89, San Diego, USA, 35-46
    • (1989) Proc. Geosynthetics '89 , pp. 35-46
    • Giroud, J.-P.1    Beech, J.F.2
  • 8
    • 0027334426 scopus 로고
    • Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength
    • Giroud, J.-P., Darrasse, J., Bachus, R. C., 1993. Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength. Geotextiles and Geomembranes 12, 275-286.
    • (1993) Geotextiles and Geomembranes , vol.12 , pp. 275-286
    • Giroud, J.-P.1    Darrasse, J.2    Bachus, R.C.3
  • 10
    • 0026274040 scopus 로고
    • Stability and tension considerations regarding cover soils on geomembrane lined slopes
    • Koerner, R. M., Hwu, B. L., 1991. Stability and tension considerations regarding cover soils on geomembrane lined slopes. Geotextiles and Geomembranes 10, 335-355.
    • (1991) Geotextiles and Geomembranes , vol.10 , pp. 335-355
    • Koerner, R.M.1    Hwu, B.L.2
  • 11
    • 0028668673 scopus 로고
    • Geosynthetic loads in landfill slopes: Displacement compatibility
    • ASCE
    • Long, J. H., Gilbert, R. B., Daly, J. J., 1994. Geosynthetic loads in landfill slopes: Displacement compatibility. Journal of Geotechnical Engineering 120 (11, ASCE), 2009-2025.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.11 , pp. 2009-2025
    • Long, J.H.1    Gilbert, R.B.2    Daly, J.J.3
  • 12
    • 0025547754 scopus 로고
    • Stability considerations in the design and construction of lined waste repositories
    • Landva & Knowles, Eds., ASTM, Philadelphia
    • Mitchell, J. K., Seed, R. B., Seed, H. B., 1990. Stability considerations in the design and construction of lined waste repositories. Geotechnics of waste fills theory and practice ASTM STP 1070, Landva & Knowles, Eds., ASTM, Philadelphia.
    • (1990) Geotechnics of Waste Fills Theory and Practice ASTM STP 1070
    • Mitchell, J.K.1    Seed, R.B.2    Seed, H.B.3
  • 13
    • 0004120502 scopus 로고
    • Phase IA, Kettleman Hills, California. Report No. UCB/GT/88-01. Department of Civil Engineering, University of California, Berkeley
    • Seed, R. B., Mitchell, J. K., Seed, H. B., 1988. Slope stability failure investigation: landfill unit B-19, Phase IA, Kettleman Hills, California. Report No. UCB/GT/88-01. Department of Civil Engineering, University of California, Berkeley.
    • (1988) Slope Stability Failure Investigation: Landfill Unit B-19
    • Seed, R.B.1    Mitchell, J.K.2    Seed, H.B.3
  • 14
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    • Landfill liner interface shear strengths from torsional-ring-shear tests
    • ASCE
    • Stark, T. D., Poeppel, A. R., 1994. Landfill liner interface shear strengths from torsional-ring-shear tests. Journal of Geotechnical Engineering 120 (3, ASCE), 597-615.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.3 , pp. 597-615
    • Stark, T.D.1    Poeppel, A.R.2
  • 15
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    • HDPE geomembrane/geotextile interface shear strength
    • ASCE
    • Stark, T. D., Williamson, T. A., Eid, H. T., 1996. HDPE geomembrane/geotextile interface shear strength. J. Geotech. Eng. 122 (3, ASCE), 197-203.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.3 , pp. 197-203
    • Stark, T.D.1    Williamson, T.A.2    Eid, H.T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.