The most important component of a well-performing road is drainage. The efficient removal of water from the base and subgrade of a road structure can significantly increase its life expectancy and quality of ride by improving the underlying soil's bearing capacity, maintaining the base course strength and minimising longitudinal edge cracking, all of which lead to premature failure of the riding surface. Although many measures are taken to improve the drainage profile of pavements, challenges still exist. These can include the lack of drainage in unsaturated soil conditions and the contamination of the base course with fines from the underlying subgrade due to saturated pumping. New high-strength geosynthetics have been developed that incorporate wicking yarns, which drain both saturated and unsaturated soils. An examination will be made of how these new geosynthetics work and how they can maintain, and even at times increase, the resilient modulus of the subgrade and pavement structure.
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November 2018
Research Article|
July 27 2018
Wicking geosynthetics for drainage of pavement in both saturated and unsaturated conditions
Brett Odgers, PE;
Brett Odgers, PE
Commercial Director – Western US and Canada, TenCate Geosynthetics, Overland Park, KS, USA (corresponding author: b.odgers@tencategeo.com)
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Rene Laprade, P.Eng.;
Rene Laprade, P.Eng.
Technical Marketing Manager, TenCate Geosynthetics, Aurora, ON, Canada
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Brian Baillie, PE
Brian Baillie, PE
Engineering Business Manager, TenCate Geosynthetics, Austin, TX, USA
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Publisher: Emerald Publishing
Received:
September 30 2017
Accepted:
June 09 2018
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2018
Proceedings of the Institution of Civil Engineers - Ground Improvement (2018) 171 (4): 195–201.
Article history
Received:
September 30 2017
Accepted:
June 09 2018
Citation
Odgers B, Laprade R, Baillie B (2018), "Wicking geosynthetics for drainage of pavement in both saturated and unsaturated conditions". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 171 No. 4 pp. 195–201, doi: https://doi.org/10.1680/jgrim.17.00057
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