Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/108472
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLiu, JC-
dc.creatorHossain, MU-
dc.creatorXuan, D-
dc.creatorAli, HA-
dc.creatorNg, ST-
dc.creatorYe, H-
dc.date.accessioned2024-08-19T01:58:37Z-
dc.date.available2024-08-19T01:58:37Z-
dc.identifier.urihttp://hdl.handle.net/10397/108472-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2023 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Liu, J.-C., Hossain, M. U., Xuan, D., Ali, H. A., Ng, S. T., & Ye, H. (2023). Mechanical and durability performance of sustainable concretes containing conventional and emerging supplementary cementitious materials. Developments in the Built Environment, 15, 100197 is available at https://doi.org/10.1016/j.dibe.2023.100197.en_US
dc.subjectAlkali-silica reactionen_US
dc.subjectChloride diffusionen_US
dc.subjectLimestone calcined clay cementen_US
dc.subjectNatural pozzolanen_US
dc.subjectWater absorptionen_US
dc.titleMechanical and durability performance of sustainable concretes containing conventional and emerging supplementary cementitious materialsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume15-
dc.identifier.doi10.1016/j.dibe.2023.100197-
dcterms.abstractThis paper presents a comparative study on the mechanical and durability properties of concrete mixtures containing conventional supplementary cementitious materials (SCMs) and emerging alternatives (i.e., volcanic ash, volcanic ash-limestone blend, and metakaolin-limestone blend), with an emphasis on the latter. To enable effective comparison, identical volumetric substitution levels (30%) of SCMs along with a constant binder and aggregate volumes were employed. The metakaolin-limestone concrete performs the best among all types of concretes in terms of strength development, water absorption capacity and chloride penetration resistance. The incorporation of volcanic ash though reduces the compressive strength of concrete and increases water absorption capacity considerably compared to the reference Portland cement concrete, and its chloride diffusion coefficient is only about half of that of the reference concrete. In addition, the concretes containing volcanic ash or volcanic ash-limestone show better performance in controlling the potential alkali-silica reaction-induced expansion than the reference concrete and ground granulated blast-furnace slag concrete.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDevelopments in the built environment, Oct. 2023, v. 15, 100197-
dcterms.isPartOfDevelopments in the built environment-
dcterms.issued2023-10-
dc.identifier.scopus2-s2.0-85165980323-
dc.identifier.eissn2666-1659-
dc.identifier.artn100197-
dc.description.validate202408 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextEnvironment and Ecology Bureau of the Government of Hong Kong SAR; Green Tech Fund; Peakward Enterprises (Holdings) Ltd.en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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