Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/94132
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorSun, Yen_US
dc.creatorYaphary, YLen_US
dc.creatorPoon, CSen_US
dc.date.accessioned2022-08-11T01:07:19Z-
dc.date.available2022-08-11T01:07:19Z-
dc.identifier.issn0008-8846en_US
dc.identifier.urihttp://hdl.handle.net/10397/94132-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2022 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2022. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Sun, Y., Yaphary, Y. L., & Poon, C. S. (2022). Experimental and mesoscale simulation studies of micro-mechanical properties of alite mixed with NaCl solutions. Cement and Concrete Research, 159, 106890 is available at https://doi.org/10.1016/j.cemconres.2022.106890.en_US
dc.subjectAliteen_US
dc.subjectMesoscale simulationen_US
dc.subjectMicro-mechanical propertiesen_US
dc.subjectSodium chlorideen_US
dc.titleExperimental and mesoscale simulation studies of micro-mechanical properties of alite mixed with NaCl solutionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume159en_US
dc.identifier.doi10.1016/j.cemconres.2022.106890en_US
dcterms.abstractTo conserve freshwater resources, seawater may be used for concrete production. As sodium chloride (NaCl) is the most abundant mineral found in seawater, in this study, we focused on the effects of NaCl on the hydration of alite, which is the major clinker phase in Portland cement, and its hydration dominates the mechanical behaviour of cement pastes. NaCl solutions with varying concentrations were mixed with alite at a solution-to-binder ratio of 0.5. Then, a combination of experiments and mesoscale simulation was utilized to study the influence of NaCl on the micro-mechanical properties of alite pastes. The nanoindentation test showed the improving micro-mechanical properties of alite pastes with increasing NaCl concentration. The pore size distribution analysis agreed with mesoscale simulation on the reduced porosity, and the latter showed increased cohesion. The porosity and cohesion changes were initiated by the ionic effects of Na+ and Cl− that modify the Debye length of C-S-Hparticle and dielectric constant of the C-S-Hgel pore solution.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCement and concrete research, Sept 2022, v. 159, 106890en_US
dcterms.isPartOfCement and concrete researchen_US
dcterms.issued2022-09-
dc.identifier.scopus2-s2.0-85132944828-
dc.identifier.eissn1873-3948en_US
dc.identifier.artn106890en_US
dc.description.validate202208 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera1607-
dc.identifier.SubFormID45706-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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