Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65710
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dc.titleInfluence of high early temperatures on properties of PFA concrete
dc.contributor.authorMani, A.C.
dc.contributor.authorTam, C.T.
dc.contributor.authorLee, S.L.
dc.date.accessioned2014-06-17T08:19:47Z
dc.date.available2014-06-17T08:19:47Z
dc.date.issued1990
dc.identifier.citationMani, A.C.,Tam, C.T.,Lee, S.L. (1990). Influence of high early temperatures on properties of PFA concrete. Cement and Concrete Composites 12 (2) : 109-115. ScholarBank@NUS Repository.
dc.identifier.issn09589465
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65710
dc.description.abstractThe paper presents results of a laboratory investigation using temperature matched curing (TMC) to study the effects of high early temperatures (65-85°C) on properties of concrete made with both ordinary Portland cement (OPC) and blends of OPC and fly ash. TMC is a technique in which test specimens are cured under the temperature regime similar to that which would occur at a chosen point of a pour, particularly for a thick section. Concrete mixes with three different total cementitious contents were studied with PFA replacement of cement at 0%, 15% or 30% by weight. Strength of each concrete mix was monitored for ages from one day to one year. The properties investigated were peak temperature rise, compressive and tensile strength development. The results show that for the case of massive structures in hot climate, partial replacement with PFA lends itself as one of the most effective techniques for reducing the potential loss of strength due to high early temperatures. © 1990.
dc.sourceScopus
dc.subjectadiabatic conditions
dc.subjectcement replacement
dc.subjectcomposite cements
dc.subjectcompressive strength
dc.subjectConcrete
dc.subjectcuring
dc.subjectfly ash
dc.subjecthigh temperature tests
dc.subjectstrength development
dc.subjectstrength of materials
dc.subjecttemperature matched curing
dc.subjecttensile strength
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleCement and Concrete Composites
dc.description.volume12
dc.description.issue2
dc.description.page109-115
dc.description.codenCCOCE
dc.identifier.isiutNOT_IN_WOS
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