Laboratory Simulation of Bentonite Erosion by Downslope Flow on a GCL-Reference-Cited by-同舟云学术

Laboratory Simulation of Bentonite Erosion by Downslope Flow on a GCL

Published:2014-08 Issue:8 Volume:140 Page:04014044
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashe L.¹,Rowe R. Kerry²,Brachman R. W. I.³,Take W. Andy⁴

Affiliation:

1. Graduate Student, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

2. Professor, Canada Research Chair in Geotechnical and Geoenvironmental Engineering, and Killam Fellow, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).

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

4. Associate Professor, GeoEngineering Centre at Queen’s–RMC, Queen’s Univ., 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.1943-5606.0001142

Reference15 articles.

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2. Brachman R. W. I. et al. (2007). “Queen’s composite geosynthetic liner experimental site.” Proc. 60th Canadian Geotechnical Conf.: OttawaGeo2007 Canadian Geotechnical Society Richmond BC Canada 2135–2142.

3. Permeability and internal erosion of a GCL beneath coarse gravel

4. Koerner G. R. and Koerner R. M. (2002). “Geomembrane leakage arising from broken needles with GCLs.” Proc. Int. Symp. on Geosynthetic Clay Barriers H. Zanzinger R. M. Koerner and E. Gartung eds. Balkema Rotterdam Netherlands 209–217.

5. Koerner R. M. and Koerner G. R. (2005a). “In-situ separation of GCL panels beneath exposed geomembranes.” Geotechnical Fabrics Rep. Industrial Fabrics Association International (IFAI) Roseville MN 34–39.

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