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    The Effects of Compaction Methods on Tensile Strength of Foamed Bitumen Mixture

    186990_64860_69133.pdf (754.5Kb)
    Access Status
    Open access
    Authors
    Huan, Yue
    Jitsangiam, Peerapong
    Nikraz, Hamid
    Siripun, Komsun
    Date
    2012
    Type
    Conference Paper
    
    Metadata
    Show full item record
    Citation
    Huan, Y. and Jitsangiam, P. and Nikraz, H. and Siripun, K. 2012. The Effects of Compaction Methods on Tensile Strength of Foamed Bitumen Mixture, 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. 834-839. 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/20.500.11937/40366
    Collection
    • Curtin Research Publications
    Abstract

    Currently, the introduction of the gyratory compactor replicating the kneading action of the field compaction raises a though that the conventional 75 blows of Marshall compaction effort would be insufficient to simulate field compaction of the foamed bitumen stabilisation material. Furthermore, the strong laboratory specification of a particular compaction method for the foamed bitumen mixture has not yet been established, therefore the future study in the compaction of the foamed bitumen mixture is needed. This laboratory based study aims to verify the reliable compaction effort for the foamed bitumen mixture. In this study, virgin materials treated with different foamed bitumen contents were compacted by Marshall Compactor and Gyratory Compactor at various blows/cycles, respectively. Upon completion of compaction and curing, density, indirect tensile strength and indirect tensile resilient modulus were performed to determine the suitable compaction technique for such materials. It is expected that the compaction effort achieved the highest density and tensile strength would be selected to compare with field compaction further.

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