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dc.contributor.authorNajafi, Fatemeh
dc.contributor.authorChegenizadeh, A
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T13:04:03Z
dc.date.available2017-01-30T13:04:03Z
dc.date.created2013-03-24T20:00:31Z
dc.date.issued2012
dc.identifier.citationNajafi, Fatemeh and Chegenizadeh, Amin and Nikraz, Hamid. 2012. A Review on GCL Performance in Geotechnical Engineering. International Journal of Biological, Ecological and Environmental Sciences. 1 (3): pp. 104-107.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/28254
dc.description.abstract

Over the past decade, geosynthetic clay liners (GCLs) have gained widespread popularity as a substitute for compacted clay liners in cover systems and composite bottom liners. They are also used as environmental protection barriers in transportation facilities or storage tanks, and as single liners for canals, ponds or surface impoundments. As a result, they are being investigated intensively, especially in regard to their hydraulic and diffusion characteristics, chemical compatibility, mechanical behaviour, durability and gas migration. In this paper, a review of the main findings is presented. From this work, a general insight is gained on outstanding effective factors on GCLs’ different performances and will additionally be used to develop GCL applications. An accurate interaction analysis of this system will be a remarkable contribution to the field as it will allow GCLs to be more effectively applied to a wider range of geotechnical issues.

dc.publisherPlanetary Scientific Research Centre
dc.subjectGeosynthetic clay liners
dc.subjectGCL Performance
dc.subjecthydraulic and diffusion characteristics
dc.titleA Review on GCL Performance in Geotechnical Engineering
dc.typeJournal Article
dcterms.source.volume1
dcterms.source.number3
dcterms.source.startPage104
dcterms.source.endPage107
dcterms.source.issn22774394
dcterms.source.titleInternational Journal of Biological, Ecological and Environmental Sciences
curtin.note

This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/2.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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curtin.accessStatusOpen access


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