Thickness and Hydraulic Performance of Geosynthetic Clay Liners Overlying a Geonet-Reference-Cited by-同舟云学术

Thickness and Hydraulic Performance of Geosynthetic Clay Liners Overlying a Geonet

Published:2010-04 Issue:4 Volume:136 Page:552-561
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dickinson S.¹²³,Brachman R. W. I.¹²³,Rowe R. Kerry¹²³

Affiliation:

1. Manager of Engineering, TerrAtlantic Engineering Limited, 515 Beaverbrook Ct., Fredericton NB, Canada E3B 1X6.

2. Associate Professor, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Ellis Hall, Kingston ON, Canada K7L 3N6 (corresponding author).

3. Professor, GeoEngineering Centre at Queen’s-RMC, Queen’s Univ., Ellis Hall, Kingston ON, Canada K7L 3N6.

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%29GT.1943-5606.0000247

Reference31 articles.

1. Bostwick L. E. (2009). “Laboratory study of geosynthetic clay liner shrinkage when subjected to wet/dry cycles.” MS thesis Queen’s Univ. Kingston Ontario Canada.

2. Analytical modelling of gas leakage rate through a geosynthetic clay liner–geomembrane composite liner due to a circular defect in the geomembrane

3. Gravel contacts and geomembrane strains for a GM/CCL composite liner

4. Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner

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