Physical response of geomembrane wrinkles overlying compacted clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 10, 2006, Pages 1346-1353

  Gudina, S ^a   Brachman, R W I ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Clays; Geomembranes; Landfills; Lining

Indexed keywords

CLAY; GEOTEXTILES; HIGH DENSITY POLYETHYLENES; LAND FILL; LININGS; PRESSURE; SAND;

COMPACTED CLAY; NONWOVEN NEEDLE-PUNCHED GEOTEXTILES; STANDARD PROCTOR OPTIMUM;

GEOMEMBRANES;

CLAY SOIL; COMPACTION; DEFORMATION; INDENTATION; LANDFILL; STRAIN;

DEFORMATION; GEOMEMBRANE; GEOTEXTILE; POLYETHYLENE; PRESSURE; STRAIN;

EID: 33748765809     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:10(1346)     Document Type: Article

References (14)

1. ASTM. (1992). "Standard practice for determination of 2% secant modulus for polyethylene geomembranes." ASTM D 5323, West Conshohocken, Pa., 133-135.
2. ASTM. (2001). "Standard test method for determining tensile properties of nonreinforced polyethylene and nonreinforced flexiblepolypropylene geomembranes." ASTM D 6693, West Conshohocken, Pa., 392-395.
3. Bundesanstalt für Materialforschung und Prüfung [Federal Institute for Materials Research and Testing] (BAM). (1995). Anforderungen an die Schutzschicht für die Dichtungsbahnen in der Kombinationsdichtung: Zulassungsrichtlinie für Schutzschichten, Berlin (in German).
4. Benson, C. H., Daniel, D. E., and Boutwell, G. P. (1999). "Field performance of compacted clay liners." J. Geotech. Geoenviron. Eng.JGGEFK1090-024110.1061/(ASCE)1090-0241(1999)125:5(390), 125(5), 390-403.
5. Brachman, R. W. I., and Gudina, S. (2002). "A new laboratory apparatus for testing geomembranes under large earth pressures." Proc., 55th Canadian Geotechnical Conf., Canadian Geotechnical Society, Alliston, Canada, 993-1000.
6. Geosynthetic Institute. (2003). "GRI test method GM13: Standard specification for 'test properties, testing frequency, and recommended warrant for high density polyethylene (HDPE) smooth and textured geomembranes'." GRI-GM13, Folsom, Pa.
7. Kreyszig, E. (1999). Advanced engineering mathematics, 8th Ed., Wiley, New York.
8. Ontario Ministry of the Environment (MoE). (1998). "Landfill standards: A guideline on the regulatory and approval requirements for new or expanding landfilling sites." Ontario Regulations 232/98. Queen's Printer for Ontario, Toronto.
9. Peggs, I. D., Schmucker, B., and Carey, P. (2005). "Assessment of maximum allowable strains in polyethylene and polypropylene geomembranes." Proc., Geo-Frontiers 2005 (CD-ROM), ASCE, Reston, Va.
10. Pelte, T., Pierson, P., and Gourc, J. P. (1994). "Thermal analysis of geomembrane exposed to solar radiation." Geosynthet. Int.GINTFD1072-6349, 1(1), 21-44.
11. Rowe, R. K., Quigley, R. M., Brachman, R. W. I., and Booker, J. R. (2004). Barrier systems for waste disposal facilities, E&FN Spon, London.
12. Soong, T.-Y., and Koerner, R. M. (1998). "Laboratory study of high density polyethylene waves." Proc., 6th Int. Conf. on Industrial Fabrics Association International, Geosynthetics, St. Paul, Minn., 301-306.
13. Tognon, A. R., Rowe, R. K., and Brachman, R. W. I. (1999). "Evaluation of side wall friction for a buried pipe testing facility." Geotext. Geomembr.ZZZZZZ0266-1144, 17, 193-212.
14. Tognon, A. R., Rowe, R. K., and Moore, I. D. (2000). "Geomembrane strain observed in large-scale testing of protection layers." J. Geotech. Geoenviron. Eng.JGGEFK1090-0241, 126(12), 1194-1208.