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    Effects of Moisture Characteristics of Unbound Granular Base Course

    Access Status
    Fulltext not available
    Authors
    Siripun, Komsun
    Jitsangiam, Peerapong
    Nikraz, Hamid
    Date
    2010
    Type
    Conference Paper
    
    Metadata
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    Citation
    Siripun, Komsun and Jitsangiam, Peerapong and Nikraz, Hamid. 2010. Effects of Moisture Characteristics of Unbound Granular Base Course, in Teh, K. and Davies, I. and Howard, I. (ed), 6th Australasian Congress on Applied Mechanics, Dec 12 2010. Perth, WA: Engineers Australia.
    Source Title
    Proceedings of the 6th Australasian Congress on Applied Mechanics
    Source Conference
    6th Australasian Congress on Applied Mechanics
    ISBN
    978-0-85825-941-6
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/11165
    Collection
    • Curtin Research Publications
    Abstract

    This paper reports the deformation behaviour of crushed rock with unsaturated condition under repeated cyclic loading triaxial (RLT) tests performed at different stress levels, in order to investigate the effect of moisture content to crushed rock performances and permanent deformation behaviour. Road surface rutting is the core basis of damage in flexible pavements which the mainly significant is crushed rock still unclearly thoughtful regarding deformation behaviour under real situation. RLT test is used to describe the various deformation responses of unbound granular materials (UGMs) by macro-mechanical observations. The main study focused on the influence of the moisture content. Moreover permanent deformation behaviour of crushed rock will be investigated and limit ranges of crushed rock should be considered in pavement analysis and design.

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