메뉴 건너뛰기




Volumn 45, Issue 11, 2008, Pages 1594-1610

Assessment of alternative protection layers for a geomembrane - Geosynthetic clay liner (GM-GCL) composite liner

Author keywords

Geomembrane; Geosynthetic clay liner; Landfill; Protection layer

Indexed keywords

GEOMEMBRANES; GEOSYNTHETIC MATERIALS; GEOTEXTILES; GRANULAR MATERIALS; LAND FILL; NEEDLES; REFUSE DISPOSAL; STRAIN; WASTE DISPOSAL; WEAVING;

EID: 55749099987     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T08-081     Document Type: Article
Times cited : (64)

References (22)
  • 1
    • 55749106980 scopus 로고    scopus 로고
    • American Society for Testing and Materials. 2005a. Standard practice for determination of 2% secant modulus for polyethylene geomembranes (D5323). In 2005 annual book of ASTM standards. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 133-135.
    • American Society for Testing and Materials. 2005a. Standard practice for determination of 2% secant modulus for polyethylene geomembranes (D5323). In 2005 annual book of ASTM standards. Vol. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 133-135.
  • 2
    • 55749112354 scopus 로고    scopus 로고
    • American Society for Testing and Materials. 2005b. Standard test method for determining tensile properties of nonreinforced polyethylene and nonreinforced flexible polypropylene geomembranes (D6693). In 2005 annual book of ASTM standards. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 396-400.
    • American Society for Testing and Materials. 2005b. Standard test method for determining tensile properties of nonreinforced polyethylene and nonreinforced flexible polypropylene geomembranes (D6693). In 2005 annual book of ASTM standards. Vol. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 396-400.
  • 3
    • 55749099021 scopus 로고    scopus 로고
    • American Society for Testing and Materials. 2005c. Test method for measuring nominal thickness of geotextiles and geomembranes (D5199). In 2005 annual book of ASTM standards. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 108-111.
    • American Society for Testing and Materials. 2005c. Test method for measuring nominal thickness of geotextiles and geomembranes (D5199). In 2005 annual book of ASTM standards. Vol. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 108-111.
  • 4
    • 55749114438 scopus 로고    scopus 로고
    • American Society for Testing and Materials. 2005d. Standard test method for the static puncture strength of geotextiles and geotextile-related products using a 50 mm probe (D6241). In 2005 annual book of ASTM standards. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 281-286.
    • American Society for Testing and Materials. 2005d. Standard test method for the static puncture strength of geotextiles and geotextile-related products using a 50 mm probe (D6241). In 2005 annual book of ASTM standards. Vol. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 281-286.
  • 5
    • 55749106087 scopus 로고    scopus 로고
    • American Society for Testing and Materials. 2005e. Tensile properties of geotextiles by the wide-width strip method (D4595). In 2005 annual book of ASTM standards. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 37-47.
    • American Society for Testing and Materials. 2005e. Tensile properties of geotextiles by the wide-width strip method (D4595). In 2005 annual book of ASTM standards. Vol. 04.13. American Society for Testing and Materials, Philadelphia, Pa. pp. 37-47.
  • 6
    • 5544283659 scopus 로고
    • What are the real design considerations when using a geosynthetic clay liner (GCL)?
    • Austin, Tex, Texas Natural Resource Conservation Commission, December
    • Anderson, J.D., and Allen, S.R. 1995. What are the real design considerations when using a geosynthetic clay liner (GCL)? In Proceedings of the 9th Annual Municipal Solid Waste Management Conference, Austin, Tex., Texas Natural Resource Conservation Commission, December 1995. pp. 17-29.
    • (1995) Proceedings of the 9th Annual Municipal Solid Waste Management Conference , pp. 17-29
    • Anderson, J.D.1    Allen, S.R.2
  • 7
    • 55749112161 scopus 로고    scopus 로고
    • Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner
    • In press. doi:10.1016/j.geotexmem.2008.05.001
    • Brachman, R.W.I., and Gudina, S. 2008. Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner. Geotextiles and Geomembranes, In press. doi:10.1016/j.geotexmem.2008.05.001.
    • (2008) Geotextiles and Geomembranes
    • Brachman, R.W.I.1    Gudina, S.2
  • 8
    • 33746216695 scopus 로고    scopus 로고
    • Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel
    • doi:10.1016/j.geotexmem.2006.03.006
    • Dickinson, S., and Brachman, R.W.I. 2006. Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel. Geotextiles and Geomembranes, 24: 285-298. doi:10.1016/j.geotexmem.2006.03.006.
    • (2006) Geotextiles and Geomembranes , vol.24 , pp. 285-298
    • Dickinson, S.1    Brachman, R.W.I.2
  • 9
    • 0033999392 scopus 로고    scopus 로고
    • Fox, P.J., DeBattista, D.J., and Mast, D.G. 2000. Hydraulic performance of geosynthetic clay liners under gravel cover soils. Geotextiles and Geomembranes, 18: 179-201. doi:10.10.16/S0266-1144(99)00026-6.
    • Fox, P.J., DeBattista, D.J., and Mast, D.G. 2000. Hydraulic performance of geosynthetic clay liners under gravel cover soils. Geotextiles and Geomembranes, 18: 179-201. doi:10.10.16/S0266-1144(99)00026-6.
  • 10
    • 33748765809 scopus 로고    scopus 로고
    • Gudina, S. 2007. Short-term physical response of HDPE geomembranes from gravel indentations and wrinkles. Ph.D. thesis, Department of Civil Engineering, Queen' s University, Kingston, Ont. Gudina, S., and Brachman, R.W.I. 2006. Physical response of geomembrane wrinkles overlying compacted clay. Journal of Geotechnical and Geoenvironmental Engineering, 132: 1346-1353. doi:10.1061/(ASCE)1090-0241(2006)132:10(1346).
    • Gudina, S. 2007. Short-term physical response of HDPE geomembranes from gravel indentations and wrinkles. Ph.D. thesis, Department of Civil Engineering, Queen' s University, Kingston, Ont. Gudina, S., and Brachman, R.W.I. 2006. Physical response of geomembrane wrinkles overlying compacted clay. Journal of Geotechnical and Geoenvironmental Engineering, 132: 1346-1353. doi:10.1061/(ASCE)1090-0241(2006)132:10(1346).
  • 12
    • 55749099202 scopus 로고    scopus 로고
    • Landfill standards: A guideline on the regulatory and approval requirements for new or expanding landfilling sites
    • Queen's Printer for Ontario, Toronto
    • MoE. 1998. Landfill standards: a guideline on the regulatory and approval requirements for new or expanding landfilling sites. Ontario Ministry of the Environment (MoE), Ontario Regulation. 232/98. Queen's Printer for Ontario, Toronto.
    • (1998) Ontario Ministry of the Environment (MoE), Ontario Regulation , pp. 232-298
    • MoE1
  • 13
    • 0034021125 scopus 로고    scopus 로고
    • Tire-reinforced earthfill. Part 3: Environmental assessment
    • doi:10.1139/cgj-37-1-117
    • O'Shaughnessy, V., and Garga, V.K. 2000. Tire-reinforced earthfill. Part 3: Environmental assessment. Canadian Geotechnical Journal, 37: 117-131. doi:10.1139/cgj-37-1-117.
    • (2000) Canadian Geotechnical Journal , vol.37 , pp. 117-131
    • O'Shaughnessy, V.1    Garga, V.K.2
  • 14
    • 55749094024 scopus 로고    scopus 로고
    • Peggs, I.D., Schmucker, 13., and Carey, P. 2005. Assessment of maximum allowable strains in polyethylene and polypropylene geomembranes. In Proceedings of Geo-Frontiers 2005, American Society of Civil Engineers, Reston, Va. [CD-ROM]
    • Peggs, I.D., Schmucker, 13., and Carey, P. 2005. Assessment of maximum allowable strains in polyethylene and polypropylene geomembranes. In Proceedings of Geo-Frontiers 2005, American Society of Civil Engineers, Reston, Va. [CD-ROM]
  • 15
    • 33746199147 scopus 로고    scopus 로고
    • Assessment of equivalence of composite liners
    • doi:10.1680/gein.11.4.273.51767
    • Rowe, R.K., and Brachman, R.W.I. 2004. Assessment of equivalence of composite liners. Geosynthetics International, 11: 273-286. doi:10.1680/gein.11.4.273.51767.
    • (2004) Geosynthetics International , vol.11 , pp. 273-286
    • Rowe, R.K.1    Brachman, R.W.I.2
  • 18
    • 55749114611 scopus 로고    scopus 로고
    • Seeger, S., and Müller, W. 2003. Theoretical approach to designing protection: selecting a geomembrane strain criterion. In Geosynthetics: Protecting the environment. Edited by N. Dixon, D.M. Smith, J.H. Greenwood, and D.R.V. Jones. Thomas Telford, London. pp. 137-152.
    • Seeger, S., and Müller, W. 2003. Theoretical approach to designing protection: selecting a geomembrane strain criterion. In Geosynthetics: Protecting the environment. Edited by N. Dixon, D.M. Smith, J.H. Greenwood, and D.R.V. Jones. Thomas Telford, London. pp. 137-152.
  • 19
    • 0142166686 scopus 로고    scopus 로고
    • Shan, H.Y., and Chen, R.H. 2003. Effect of gravel subgrade on hydraulic performance of geosynthetic clay liner. Geotextiles and Geomembranes, 21: 339-354. doi:10.101.6/S0266-1144(03) 00043-8.
    • Shan, H.Y., and Chen, R.H. 2003. Effect of gravel subgrade on hydraulic performance of geosynthetic clay liner. Geotextiles and Geomembranes, 21: 339-354. doi:10.101.6/S0266-1144(03) 00043-8.
  • 20
    • 33746199146 scopus 로고    scopus 로고
    • GCL field thickness may be less than assumed
    • Stark, T.D. 1997. GCL field thickness may be less than assumed. Geotechnical Fabrics Report, 15: 6-8.
    • (1997) Geotechnical Fabrics Report , vol.15 , pp. 6-8
    • Stark, T.D.1
  • 21
    • 0007714716 scopus 로고    scopus 로고
    • Bentonite migration in geosynthetic clay liners
    • International Geosynthetics Society, Atlanta, Ga
    • Stark, T.D. 1998. Bentonite migration in geosynthetic clay liners. In Proceedings of the 6th International Conference on Geosynthetics, International Geosynthetics Society, Atlanta, Ga. Vol. 1. pp. 315-320.
    • (1998) Proceedings of the 6th International Conference on Geosynthetics , vol.1 , pp. 315-320
    • Stark, T.D.1
  • 22
    • 0034551708 scopus 로고    scopus 로고
    • Tognon, A.R., Rowe, R.K., and Moore, I.D. 2000. Large scale testing of geomembrane protection layers. Journal of Geotechnical and Geoenvironmental Engineering, 126: 1194-1208. doi:10. 1061/(ASCE)1090-0241(2000)126: 12(1194).
    • Tognon, A.R., Rowe, R.K., and Moore, I.D. 2000. Large scale testing of geomembrane protection layers. Journal of Geotechnical and Geoenvironmental Engineering, 126: 1194-1208. doi:10. 1061/(ASCE)1090-0241(2000)126: 12(1194).


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.