Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101111
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorAli, HAen_US
dc.creatorXuan, Den_US
dc.creatorPoon, CSen_US
dc.date.accessioned2023-08-30T04:15:02Z-
dc.date.available2023-08-30T04:15:02Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/101111-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2019 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Ali, H. A., Xuan, D., & Poon, C. S. (2020). Assessment of long-term reactivity of initially lowly-reactive solid wastes as supplementary cementitious materials (SCMs). Construction and Building Materials, 232, 117192 is available at https://doi.org/10.1016/j.conbuildmat.2019.117192.en_US
dc.subjectBound wateren_US
dc.subjectChapelle testen_US
dc.subjectR<sup>3</sup> test methoden_US
dc.subjectReactivityen_US
dc.subjectSupplementary cementitious materialsen_US
dc.titleAssessment of long-term reactivity of initially lowly-reactive solid wastes as Supplementary Cementitious Materials (SCMs)en_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume232en_US
dc.identifier.doi10.1016/j.conbuildmat.2019.117192en_US
dcterms.abstractRecently, due to various reasons, the amount of commercial supplementary cementitious materials (SCMs) available for the concrete industry has depleted and hence a wide range of moderately to lowly active solid wastes are being considered as SCMs. However, using such wastes as SCMs needs an efficient and practical procedure to estimate their long-term reactivity. For this purpose, different mechanical and chemical testing schemes have been specified (e.g. Chapelle test, relative strengths, activity index, modified lime reactivity test, R3 method) to assess their reactivities. In this study, a wide range of solid wastes including incinerated bottom ash (IBA), different colored soda-lime glass powders, fluorescent lamp glass powder (FLGP) and pulverized fly ash (PFA) were tested to evaluate their reactivities. It was found that there were moderate correlations between 180-day relative strengths (RS180day) of standard mortars and the bound water content or portlandite consumption of the R3 method. Moreover, the mortar strength values of the modified lime reactivity test were adequately correlated with RS180day of the standard mortars. In comparison, the portlandite consumption values of the Chapelle test had a poor correlation with RS180day. In addition, the studied materials can be classified as lowly-reactive (IBA), moderately-reactive (MGP, BGP, WGP, GGP, BGP, FLGP) and highly-reactive (PFA) SCMs.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationConstruction and building materials, 30 Jan. 2020, v. 232, 117192en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2020-01-30-
dc.identifier.scopus2-s2.0-85073541424-
dc.identifier.artn117192en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1030-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic University; Environment and Conservation Funden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS17779392-
dc.description.oaCategoryGreen (AAM)en_US
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