Physical Response of Geomembrane Wrinkles Overlying Compacted Clay-Reference-Cited by-同舟云学术

Physical Response of Geomembrane Wrinkles Overlying Compacted Clay

Published:2006-10 Issue:10 Volume:132 Page:1346-1353
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gudina S.¹²,Brachman R. W. I.¹²

Affiliation:

1. Graduate Student, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston ON, Canada, K7L 3N6. E-mail: simon@civil.queensu.ca

2. Associate Professor, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston ON, Canada, K7L 3N6 (corresponding author). E-mail: brachman@civil.queensu.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A10%281346%29

Reference14 articles.

1. 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).

2. Field Performance of Compacted Clay Liners

3. 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.

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