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    Sustainable Use of Crushed Concrete Waste for Thin Flexible Pavement

    186991_64862_69134.pdf (824.9Kb)
    Access Status
    Open access
    Authors
    Siripun, Komsun
    Jitsangiam, Peerapong
    Nikraz, Hamid
    Leek, Colin
    Date
    2012
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Siripun, Komsun and Jitsangiam, Peerapong and Nikraz, Hamid and Leek, Colin. 2012. Sustainable Use of Crushed Concrete Waste for Thin Flexible Pavement, in G. Narsilio, A. Arulrajah, and J. Kodikara (ed), Proceedings of the 11th Australia New Zealand Conference on Geomechanics (ANZ), Jul 15-18 2012, pp. 840-845. Melbourne, Vic.: Australian Geomechanics Society and New Zealand Geotechnical Society.
    Source Title
    Proceedings of the 11th Australia - New Zealand Conference on Geomechanics (ANZ 2012)
    Source Conference
    Proceedings of the 11th Australia - New Zealand Conference on Geomechanics (ANZ 2012)
    ISBN
    978-0-646-54301-7
    URI
    http://hdl.handle.net/20.500.11937/15662
    Collection
    • Curtin Research Publications
    Abstract

    Crushed concrete waste is a by-product from building demolition and constitutes a principal component of municipal solid waste consisting of concrete, sand, brick, rock, metals and timber. Over 50% of this waste is commonly sent to land-filled sites, resulting in the impact on the limited capacity of land-filled sites. Nowadays, the sources of virgin natural aggregates are depleted by increasing in demand of using a virgin material in building and infrastructure construction and maintenance facilities. This depletion leads to the utilisation of crushed concrete waste to replace natural aggregates in road and highway construction. Of key significance of this study is to present alternative materials for road and highway construction on the production of the proper guideline for road base by using crushed concrete waste. Sophisticated tests were conducted to investigate the mechanical responses of compacted crushed concrete subjected to applied loads simulated from traffic loads. Unconfined compressive strength, shear strength parameters, resilient modulus and permanent deformation of such material were determined. Our findings showed that crushed concrete waste is able to utilise as a road base material. The results of this study will enhance increased use of crushed concrete waste in road and highway construction and will, therefore, alternatively reduce consumption and costs in manufacturing virgin aggregates.

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