Although field compaction techniques and specifications for achieving a homogeneous clay barrier are well known, changes in borrow materials due to weathering or stratifications can lead to variability in the performance of such compacted barriers. Field density testing can give an indication of barrier quality but quality control should also incorporate hydraulic conductivity testing. Hydraulic conductivity testing on a daily basis is a difficult task. This paper outlines a methodology for barrier control testing by centrifugation and discusses why centrifuge testing is superior to bench testing with elevated gradients. The use of centrifugation for evaluating barrier diffusion and possible long-term change in hydraulic conductivity is also discussed.
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September 2001
Research Article|
September 01 2001
Compaction control of clay barriers by centrifugation
R.J. Mitchell;
R.J. Mitchell
Professor Emeritus
Department of Civil Engineering Queen’s University, Kingston, Ontario, Canada
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M.A. Knight
M.A. Knight
Assistant Professor
Department of Civil Engineering, University of Waterloo, Waterloo, Ontario, Canada
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Publisher: Emerald Publishing
Received:
March 30 2001
Online ISSN: 2042-6550
Print ISSN: 1346-213X
© Thomas Telford and ICE
2001
International Journal of Physical Modelling in Geotechnics (2001) 1 (3): 27–33.
Article history
Received:
March 30 2001
Citation
Mitchell R, Knight M (2001), "Compaction control of clay barriers by centrifugation". International Journal of Physical Modelling in Geotechnics, Vol. 1 No. 3 pp. 27–33, doi: https://doi.org/10.1680/ijpmg.2001.010303
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