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Volumn 35, Issue , 2012, Pages 100-106

Evaluation of a final cover slide at a landfill with recirculating leachate

Author keywords

Bioreactor landfill; Geomembrane; Geosynthetic clay liner; Interface shear; Landfill gas; Leachate recirculation; Slide

Indexed keywords

BIOREACTOR LANDFILL; GEOSYNTHETIC CLAY LINERS; INTERFACE SHEAR; LANDFILL GAS; LEACHATE RECIRCULATION; SLIDE;

EID: 84865507771     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2012.07.006     Document Type: Article
Times cited : (28)

References (7)
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    • (2012) Proc. Global Waste Management Symposium 2012
    • Janusz, A.1    Benson, C.2    Edil, T.3    Wang, X.4
  • 2
    • 58549120193 scopus 로고    scopus 로고
    • Analysis of a large database of GCL-geomembrane interface shear strength results
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    • (2009) J. Geotech. Geoenviron. Eng. , vol.135 , Issue.2 , pp. 209-223
    • McCartney, J.1    Zornberg, J.2    Swan, R.3
  • 3
    • 77958088151 scopus 로고    scopus 로고
    • Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers
    • Scalia J., Benson C. Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers. J. Geotech. Geoenviron. Eng. 2011, 137(1):1-13.
    • (2011) J. Geotech. Geoenviron. Eng. , vol.137 , Issue.1 , pp. 1-13
    • Scalia, J.1    Benson, C.2
  • 4
    • 0030422423 scopus 로고    scopus 로고
    • HDPE geomembrane/geotextile interface shear strength
    • Stark T., Williamson T., Eid H. HDPE geomembrane/geotextile interface shear strength. J. Geotech. Eng. 1996, 122(3):197-203.
    • (1996) J. Geotech. Eng. , vol.122 , Issue.3 , pp. 197-203
    • Stark, T.1    Williamson, T.2    Eid, H.3
  • 5
    • 0032434856 scopus 로고    scopus 로고
    • Design methodology for a gas pressure relief layer below a landfill geomembrane cover to improve slope stability
    • Thiel R. Design methodology for a gas pressure relief layer below a landfill geomembrane cover to improve slope stability. Geosynth. Int. 1998, 5(6):589-617.
    • (1998) Geosynth. Int. , vol.5 , Issue.6 , pp. 589-617
    • Thiel, R.1
  • 6
    • 0942263911 scopus 로고    scopus 로고
    • Design of gas pressure relief layer below a geomembrane cover to improve slope stability
    • St. Paul, MN
    • Thiel, R., 1999, Design of gas pressure relief layer below a geomembrane cover to improve slope stability, in: Proc. Geosynthetics '99, Industrial Fabrics Association International, St. Paul, MN, pp. 235-252.
    • (1999) Proc. Geosynthetics '99, Industrial Fabrics Association International , pp. 235-252
    • Thiel, R.1
  • 7
    • 0035367292 scopus 로고    scopus 로고
    • Shear strength of HDPE geomembrane/geosynthetic clay liner interfaces
    • Triplett E., Fox P. Shear strength of HDPE geomembrane/geosynthetic clay liner interfaces. J. Geotech. Geoenviron. Eng. 2001, 127(6):543-552.
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.6 , pp. 543-552
    • Triplett, E.1    Fox, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.