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    A Review on GCL Performance in Geotechnical Engineering

    190732_77603_73279.pdf (508.7Kb)
    Access Status
    Open access
    Authors
    Najafi, Fatemeh
    Chegenizadeh, A
    Nikraz, Hamid
    Date
    2012
    Type
    Journal Article
    
    Metadata
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    Citation
    Najafi, 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.
    Source Title
    International Journal of Biological, Ecological and Environmental Sciences
    ISSN
    22774394
    Remarks

    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.

    URI
    http://hdl.handle.net/20.500.11937/28254
    Collection
    • Curtin Research Publications
    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.

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