ABSTRACT: The hydration of three different geosynthetic clay liners (GCLs) subjected to daily thermal cycles was examined for a range of subsoil conditions. It was shown that daily thermal cycles can significantly decrease the equilibrium gravimetric moisture content of the GCL to as low as 15% of that under isothermal conditions in the worst case. For silty sand (SM) foundation soil with an initial gravimetric moisture content of 16%, the type of GCL had a significant effect on the daily variation in moisture content which ranged between 13% for one type of GCL and only 2% for another. The effect of these daily variations in moisture content on susceptibility to shrinkage is discussed. The initial moisture content and associated matric suction of the foundation soil was shown to have the dominant effect on GCL hydration. For GCLs over silty sand with initial moisture contents, wfdn, of 5, 10 and 16% and initial suction levels greater than their air entry value, the daily thermal cycles controlled GCL hydration at the end of the thermal cycle to moisture contents of between 14 and 30% and the GCL equilibrium moisture content was relatively insensitive to the initial foundation moisture content over this range. However when the foundation moisture content increased to wfdn = 21% (just below field capacity and the saturated moisture content) the GCL moisture contents increased to 113 to 127% (depending on GCL). Results are also reported for a GCL on poorly graded sand (SP) at 10% initial moisture content and the effect of the grading curve (and the related water retention curve) is discussed. The results of this study highlight the potential complexity of interpreting shrinkage of GCLs at the same site let alone at different sites.
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August 2011
Research Article|
August 01 2011
GCL hydration under simulated daily thermal cycles Available to Purchase
R. Kerry Rowe;
R. Kerry Rowe
1
Professor, GeoEngineering Centre at Queen's – RMC, Queen's University, Kingston, Canada, Telephone: +1 613 533 3113, Telefax: +1 613 533 2128, E-mail: kerry@civil.queensu.ca
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M.T. Rayhani;
M.T. Rayhani
2
Assistant Professor, Department of Civil and Environmental Engineering, Carleton University, Ottawa, Canada, Telephone: +1 613 520 2600 ext. 8890, Telefax: +1 613 520 3951, E-mail: mrayhani@connect.carleton.ca
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W.A. Take;
W.A. Take
3
Associate Professor, GeoEngineering Centre at Queen's – RMC, Department of Civil Engineering, Queen's University, Kingston, Canada, Telephone: +1 613 533 3124, Telefax: +1 613 533 2128, E-mail: andy.take@civil.queensu.ca
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G. Siemens;
G. Siemens
4
Assistant Professor, GeoEngineering Centre at Queen's – RMC, Department of Civil Engineering, Royal Military College of Canada, Kingston, Canada, Telephone: +1 613 541 6000 ext. 6396, Telefax: +1 613 541 6218, E-mail: Greg.Siemens@rmc.ca
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R.W.I. Brachman
R.W.I. Brachman
5
Associate Professor, GeoEngineering Centre at Queen's – RMC, Department of Civil Engineering, Queen's University, Kingston, Canada, Telephone: +1 613 533 3096, Telefax: +1 613 533 2128, E-mail: brachman@civil.queensu.ca
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Publisher: Emerald Publishing
Received:
November 01 2010
Revision Received:
June 16 2011
Accepted:
June 16 2011
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2011 Thomas Telford Ltd
2011
Geosynthetics International (2011) 18 (4): 196–205.
Article history
Received:
November 01 2010
Revision Received:
June 16 2011
Accepted:
June 16 2011
Citation
Kerry Rowe R, Rayhani M, Take W, Siemens G, Brachman R (2011), "GCL hydration under simulated daily thermal cycles". Geosynthetics International, Vol. 18 No. 4 pp. 196–205, doi: https://doi.org/10.1680/gein.2011.18.4.196
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