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contributor authorN. Yazdani
contributor authorM. Filsaime
contributor authorS. Islam
date accessioned2017-05-08T21:18:32Z
date available2017-05-08T21:18:32Z
date copyrightAugust 2008
date issued2008
identifier other%28asce%290899-1561%282008%2920%3A8%28521%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46448
description abstractSilica fume is a common addition to high-performance concrete mix designs. The use of silica fume in concrete leads to increased water demand. For this reason, Florida Department of Transportation (FDOT) allows only a 72-h continuous moist cure process for concrete containing silica fume. Accelerated curing has been shown to be effective in producing high-performance characteristics at early ages in silica-fume concrete. However, the heat greatly increases the moisture loss from exposed surfaces, which may cause shrinkage problems. An experimental study was undertaken to determine the feasibility of steam curing of FDOT concrete with silica fume in order to reduce precast turn around time. Various steam-curing durations were utilized with small laboratory specimens. The concrete compressive strength, surface resistivity, and shrinkage were determined for various durations of steam curing. Results indicate that steam cured silica-fume concrete met all FDOT requirements for the 12, 18, and
publisherAmerican Society of Civil Engineers
titleAccelerated Curing of Silica-Fume Concrete
typeJournal Paper
journal volume20
journal issue8
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2008)20:8(521)
treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 008
contenttypeFulltext


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