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    An Investigation into the Performance of Recycled Concrete Aggregate as a Base Course Material in Road Pavements

    168852_42263_63698.pdf (112.4Kb)
    Access Status
    Open access
    Authors
    Leek, Colin
    Siripun, Komsun
    Nikraz, Hamid
    Jitsangiam, Peerapong
    Date
    2011
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Leek, Colin and Siripun, Komsun and Nikraz, Hamid and Jitsangiam, Peerapong. 2011. An Investigation into the Performance of Recycled Concrete Aggregate as a Base Course Material in Road Pavements, in Shahin, M. and Nikraz, H. (ed), International Conference on Advances in Geotechnical Engineering (ICAGE 2011), Nov 7-9 2011, pp. 343-349.
    Source Title
    Proceedings of the International Conference on Advances in Geotechnical Engineering
    Source Conference
    International Conference on Advances in Geotechnical Engineering (ICAGE 2011)
    ISBN
    978-0-646-55142-5
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/10300
    Collection
    • Curtin Research Publications
    Abstract

    Recycled crushed concrete and demolition materials have been trialed successfully in a number of locations in Western Australia, but industry acceptance of the material has been slow. Specifications currently in use have been modified from specifications for new quarried products, and there has been some doubt about the long term performance and quality control of recycled products. This paper analyses the performance of recycled concrete pavements that have been constructed in Western Australia, and details the extensive laboratory testing programme undertaken to model the product and compare its performance to conventional quarry products. The relative performance of blends of concrete and clay brick and tile has also been studied. The laboratory and field testing demonstrates good quality control and performance superior to conventional quarry products. However laboratory testing has not fully described the high in situ stiffness, and the paper outlines areas of further research proposed.

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