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    Performance and evaluation of hot mix asphalt with an addition of lime kiln dust as a mineral filler based on Western Australia conditions

    Access Status
    Fulltext not available
    Authors
    Jitsangiam, P.
    Nikraz, Hamid
    Nusit, K.
    Date
    2018
    Type
    Conference Paper
    
    Metadata
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    Citation
    Jitsangiam, P. and Nikraz, H. and Nusit, K. 2018. Performance and evaluation of hot mix asphalt with an addition of lime kiln dust as a mineral filler based on Western Australia conditions, pp. 212-216.
    Source Title
    Materials Science Forum
    DOI
    10.4028/www.scientific.net/MSF.934.212
    ISBN
    9783035713367
    School
    School of Civil and Mechanical Engineering (CME)
    URI
    http://hdl.handle.net/20.500.11937/72434
    Collection
    • Curtin Research Publications
    Abstract

    © 2018 Trans Tech Publications, Switzerland. This study demonstrates an assessment into the different effects of lime as a mineral filler for use in densely graded hot mix asphalt (HMA). Five percent by mass of hydrated lime and lime kiln dust (LKD) were added to an asphalt mixture as its mineral filler. A series of laboratory tests to evaluate stability and flow, resilient modulus and tensile stripping ratio with reference to a control mix (a commonly used HMA) were performed. The test results showed that mixing hydrated lime into a HMA mix could enhance superior performance of hydrated lime-HMA test samples for all tests, demonstrating no moisture susceptibility. Test samples of HMA with LKD also demonstrated moisture resistance and can offer a sustainable alternative to hydrated lime, yielding one quarter of the cost. The control mix proved to be an inadequate choice upon failing the stripping potential test and therefore deemed to be susceptible to moisture.

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