Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/59254
DC FieldValue
dc.titleUse of nano-silica to increase early strength and reduce setting time of concretes with high volumes of slag
dc.contributor.authorZhang, M.-H.
dc.contributor.authorIslam, J.
dc.contributor.authorPeethamparan, S.
dc.date.accessioned2014-06-17T05:32:21Z
dc.date.available2014-06-17T05:32:21Z
dc.date.issued2012-05
dc.identifier.citationZhang, M.-H., Islam, J., Peethamparan, S. (2012-05). Use of nano-silica to increase early strength and reduce setting time of concretes with high volumes of slag. Cement and Concrete Composites 34 (5) : 650-662. ScholarBank@NUS Repository.
dc.identifier.issn09589465
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/59254
dc.description.abstractThe effects of nano-silica (NS) on setting time and early strengths of high volume slag mortar and concrete have been experimentally studied. Effects of NS dosages, size and dispersion methods on strength development of high volume slag mortars were also investigated. A constant water-to-cementitious materials ratio (w/cm) 0.45 was used for all mixtures. The results indicate that the incorporation of a small amount of NS reduced setting times, and increased 3- and 7-day compressive strengths of high-volume slag concrete, significantly, in comparison to the reference slag concrete with no silica inclusion. Compressive strength of the slag mortars were increased with the increase in NS dosages from 0.5% to 2.0% by mass of cementitious materials at various ages up to 91 days. The strengths of the slag mortars were generally increased with the decrease in the particles size of silica inclusions at early age. Ultra-sonication of nano-silica with water is probably a better method for proper dispersion of nano-silica than mechanical mixing method. © 2012 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.cemconcomp.2012.02.005
dc.sourceScopus
dc.subjectCompressive strength
dc.subjectNano-silica
dc.subjectPore-size distribution
dc.subjectRate of cement hydration
dc.subjectSetting time
dc.subjectSilica fume
dc.subjectSlag
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.sourcetitleCement and Concrete Composites
dc.description.volume34
dc.description.issue5
dc.description.page650-662
dc.description.codenCCOCE
dc.identifier.isiut000303635500008
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.