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    Tensile Strength Improvement Using Fibre Reinforced Crushed Rock

    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. Tensile Strength Improvement Using Fibre Reinforced Crushed Rock, The 5th Civil Engineering Conference in the Asian Region and Australasian Structural Engineering Conference 2010, Aug 8 2010. Sydney, NSW: ICMS Pty Ltd.
    Source Title
    Proceedings of the 5th Civil Engineering Conference in the Asian Region and Australasian Structural Engineering Conference 2010
    Source Conference
    The 5th Civil Engineering Conference in the Asian Region and Australasian Structural Engineering Conference 2010
    ISBN
    978-085-825-979-9
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/3160
    Collection
    • Curtin Research Publications
    Abstract

    This study aims to report the possible use of fibre to improve tensile strength of crushed rock base in pavement in order to reduce cracking of cemented material. As is well known, stabilized materials always present brittle response under applied load and are unable to sustain suddenly collapse after peak load. From this point, it means that cemented material only advances compressive behaviour but it will never enhance long term performances such as fatigue and durability. Cement treated crushed rock with fibre was selected to represent tensile strength of pavement base material. Sophisticated tests were conducted to observe mechanical responses under applied load such as indirect tensile and unconfined compressive strength, resilient modulus. Test results showed that fibre reinforcement would be improved tensile strength and ductility of stabilized material.

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