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Volumn 21, Issue 6, 2003, Pages 339-354

Effect of gravel subgrade on hydraulic performance of geosynthetic clay liner

Author keywords

Geosynthetic clay liner; Gravel; Landfill; Subgrade

Indexed keywords

BENTONITE; GRAVEL; STRESS ANALYSIS;

EID: 0142166686     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(03)00043-8     Document Type: Article
Times cited : (16)

References (12)
  • 1
    • 0142190467 scopus 로고    scopus 로고
    • Are geosynthetic clay liners (GCLs) really equivalent to compacted clay liners?
    • Anderson, J.D., 1996. Are geosynthetic clay liners (GCLs) really equivalent to compacted clay liners? Geotechnical News 14 (2), 20-23.
    • (1996) Geotechnical News , vol.14 , Issue.2 , pp. 20-23
    • Anderson, J.D.1
  • 4
    • 0030455438 scopus 로고    scopus 로고
    • Bearing capacity of geosynthetic clay liners for cover soils of varying particle size
    • Fox, P.J., De Battista, D.J., Chen, S.H., 1996. Bearing capacity of geosynthetic clay liners for cover soils of varying particle size. Geosynthetics International 3 (4), 447-461.
    • (1996) Geosynthetics International , vol.3 , Issue.4 , pp. 447-461
    • Fox, P.J.1    De Battista, D.J.2    Chen, S.H.3
  • 5
    • 0032448808 scopus 로고    scopus 로고
    • Field study of installation damage for geosynthetic clay liners
    • Fox, P.J., Triplett, E.J., Kim, R.H., Olsta, J.T., 1998. Field study of installation damage for geosynthetic clay liners. Geosynthetics International 5 (5), 491-520.
    • (1998) Geosynthetics International , vol.5 , Issue.5 , pp. 491-520
    • Fox, P.J.1    Triplett, E.J.2    Kim, R.H.3    Olsta, J.T.4
  • 6
    • 0033999392 scopus 로고    scopus 로고
    • Hydraulic performance of geosynthetic clay liners under gravel cover soils
    • Fox, P.J., De Battista, D.J., Mast, D.G., 2000. Hydraulic performance of geosynthetic clay liners under gravel cover soils. Geotextiles and Geomembranes 18 (2000), 179-201.
    • (2000) Geotextiles and Geomembranes , vol.18 , Issue.2000 , pp. 179-201
    • Fox, P.J.1    De Battista, D.J.2    Mast, D.G.3
  • 7
    • 0028974921 scopus 로고
    • Bearing capacity of hydrated geosynthetic clay liners
    • ASCE
    • Koerner, R.M., Narejo, D., 1995. Bearing capacity of hydrated geosynthetic clay liners. Journal of Geotechnical Engineering, ASCE 121 (1), 82-85.
    • (1995) Journal of Geotechnical Engineering , vol.121 , Issue.1 , pp. 82-85
    • Koerner, R.M.1    Narejo, D.2
  • 8
    • 0001878641 scopus 로고    scopus 로고
    • A GCL and incompatible soil case history: A design problem
    • Philadelphia, PA, USA
    • Peggs, I.D., Olsta, J.T., 1998. A GCL and incompatible soil case history: a design problem. Proceedings of the 12th GRI Conference, Philadelphia, PA, USA, pp. 117-138.
    • (1998) Proceedings of the 12th GRI Conference , pp. 117-138
    • Peggs, I.D.1    Olsta, J.T.2
  • 10
    • 0037260184 scopus 로고    scopus 로고
    • Effect of GCL and subgrade type on internal erosion in GCLs
    • Rowe, R.K., Orsini, C., 2003. Effect of GCL and subgrade type on internal erosion in GCLs. Geotextiles and Geomembranes 21 (1), 1-24.
    • (2003) Geotextiles and Geomembranes , vol.21 , Issue.1 , pp. 1-24
    • Rowe, R.K.1    Orsini, C.2
  • 11
    • 0002035655 scopus 로고
    • Result of laboratory tests on a geotextile/bentonite liner material
    • Industrial Fabrics Association, St. Paul, MN
    • Shan, H.-Y., Daniel, D.E., 1991. Result of laboratory tests on a geotextile/bentonite liner material. Proceedings of Geosynthetics '91. Industrial Fabrics Association, St. Paul, MN, pp. 517-535.
    • (1991) Proceedings of Geosynthetics '91 , pp. 517-535
    • Shan, H.-Y.1    Daniel, D.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.