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    Development of Fly Ash Based Geopolymer Concrete for Ambient Curing Condition

    Access Status
    Fulltext not available
    Authors
    Nath, Pradip
    Sarker, Prabir
    Date
    2013
    Type
    Conference Paper
    
    Metadata
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    Citation
    Nath, P. and Sarker, P. 2013. Development of Fly Ash Based Geopolymer Concrete for Ambient Curing Condition, in Dao, V. and Dux, P. (ed), Proceedings of the 26th Biennial National Conference of the Concrete Institute Australia: Understanding Concrete, Oct 16-18 2013. Gold Coast, QLD, Australia: Concrete Institute of Australia.
    Source Title
    Concrete 2013: Proceedings of the 26th Biennial National Conference of the Concrete Institute of Australia,
    Source Conference
    Understanding Concrete,
    ISBN
    9781877040733
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/47991
    Collection
    • Curtin Research Publications
    Abstract

    Fly ash based geopolymer is a prospective construction material for its environmental and functional benefits over ordinary Portland cement concrete. However the necessity of heat curing is one of the major drawbacks that hinder its application in cast-in-situ concreting. The main focus of this study is to develop fly ash-based geopolymer concretes suitable for ambient curing condition. Geopolymer mortar was prepared with Class F fly ash and ordinary Portland cement (OPC) was added as an additive in different proportions with fly ash to enhance the early age properties of concrete. Fly ash was activated by a mixture of sodium hydroxide and sodium silicate solutions. Samples were cured in ambient condition (about 23oC and RH 65±10%) until tested. The workability in terms of flow, setting time and compressive strength of mixtures blended with OPC were compared with those of the control geopolymer mixture having fly ash only as the binder. In ambient temperature, the geopolymer pastes using fly ash only may take more than 24 hours to set. Inclusion of OPC reduced the setting time to acceptable limits. The early-age compressive strength improved significantly by the inclusion of OPC as compared to that of control geopolymer concrete cured at ambient condition.

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