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    Mechanical and durability properties of medium strength self-compacting concrete with high-volume fly ash and blended aggregates

    Access Status
    Open access via publisher
    Authors
    Nagaratnam, B.
    Faheem, A.
    Rahman, Muhammad
    Mannan, M.
    Leblouba, M.
    Date
    2015
    Type
    Journal Article
    
    Metadata
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    Citation
    Nagaratnam, B. and Faheem, A. and Rahman, M. and Mannan, M. and Leblouba, M. 2015. Mechanical and durability properties of medium strength self-compacting concrete with high-volume fly ash and blended aggregates. Periodica Polytechnica: Civil Engineering. 59 (2): pp. 155-164.
    Source Title
    Periodica Polytechnica: Civil Engineering
    DOI
    10.3311/PPci.7144
    ISSN
    0553-6626
    School
    Curtin Sarawak
    URI
    http://hdl.handle.net/20.500.11937/21566
    Collection
    • Curtin Research Publications
    Abstract

    © 2015, Technical University of Budapest. All rights reserved. This research investigates the fresh state properties and hardened state properties of medium strength, self-compacting concrete incorporating a high volume of class F fly ash as a partial replacement to cement and blended fine aggregates while maintaining satisfactory properties of SCC. The properties of self-compaction investigated are: slump flow, J-ring, L-box, V-funnel, sieve stability and Visual Stability Index tests. Those of hardened concrete include compressive strength, splitting tensile strength, complete immersion water absorption, apparent volume of permeable voids, sorptivity, and rapid chloride ion penetration tests. The experiments on fresh state properties investigate the filling ability, the passing ability and the segregation resistance of concrete. The results show that fly ash improves workability and decreases the compressive strength as well as splitting tensile strength. Fly ash based SCC shows better resistance to water absorption, apparent volume of permeable voids, sorptivity, and chloride penetration than the control mix.

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