Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.cemconcomp.2012.08.029
DC FieldValue
dc.titleUse of waste glass as sand in mortar: Part II - Alkali-silica reaction and mitigation methods
dc.contributor.authorDu, H.
dc.contributor.authorTan, K.H.
dc.date.accessioned2014-10-09T07:39:59Z
dc.date.available2014-10-09T07:39:59Z
dc.date.issued2013-01
dc.identifier.citationDu, H., Tan, K.H. (2013-01). Use of waste glass as sand in mortar: Part II - Alkali-silica reaction and mitigation methods. Cement and Concrete Composites 35 (1) : 109-117. ScholarBank@NUS Repository. https://doi.org/10.1016/j.cemconcomp.2012.08.029
dc.identifier.issn09589465
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/91267
dc.description.abstractWaste glass may be used in concrete provided that the potential deleterious expansion caused by alkali-silica reaction (ASR) could be mitigated. In this study, the influence of glass content, color and particle size on ASR expansion of mortar was determined by the accelerated mortar bar method. Two approaches to control ASR expansion were investigated for green, brown and clear glass sand mortar. They were: (1) by replacing cement with pozzolans, that is, 30% fly ash, 60% GGBS, 10% silica fume, or 20% glass powder; (2) by adding a suppressor, that is, plain steel fibers, and lithium chloride and lithium carbonate compounds. Test results showed that the ASR expansion increased with higher glass content in the case of clear glass sand mortar, but would decrease with increasing content for green and brown glass sand mortar. The ASR expansion also decreased with smaller glass particle size, regardless of glass color. Fly ash and GGBS were the most effective in mitigating ASR expansion, followed by silica fume, steel fibers and lithium compounds. © 2012 Elsevier Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.cemconcomp.2012.08.029
dc.sourceScopus
dc.subjectAlkali-silica reaction
dc.subjectFiber reinforcement
dc.subjectGlass
dc.subjectLithium compounds
dc.subjectPozzolan
dc.subjectRecycling
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.description.doi10.1016/j.cemconcomp.2012.08.029
dc.description.sourcetitleCement and Concrete Composites
dc.description.volume35
dc.description.issue1
dc.description.page109-117
dc.description.codenCCOCE
dc.identifier.isiut000313532000013
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