Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/32752
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dc.contributor.authorElsebaei, M-
dc.contributor.authorMavroulidou, M-
dc.contributor.authorCenteno, M-
dc.contributor.authorShamass, R-
dc.contributor.authorRispoli, O-
dc.contributor.authorMicheal, A-
dc.coverage.spatialCairo, Egypt-
dc.date.accessioned2026-01-28T11:45:34Z-
dc.date.available2026-01-28T11:45:34Z-
dc.date.issued2025-08-29-
dc.identifierORCiD: Rabee Shamass https://orcid.org/0000-0002-7990-8227-
dc.identifierArticle number: 012025-
dc.identifier.citationElsebaei, M. et al. (2025) 'A study to investigate the compressive strength and flow of alkali activated slag mortar using two curing regimes', IOP Conference Series : Earth and Environmental Science, 1530 (1), 012025, pp. 1 - 7. doi: 10.1088/1755-1315/1530/1/012025.en_US
dc.identifier.issn1755-1307-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/32752-
dc.description.abstractThis research investigates the potential for producing more environmentally friendly mortars by replacing cement with Ground Granulated Blast Furnace Slag (GGBS). The study examines the influence of key factors on the properties of GGBS-based mortar activated using sodium silicate (SS) and sodium hydroxide (NaOH). Specifically, it explores: (1) the effect of different SS types—base and neutral type; (2) the sodium oxide (Na₂O) content, derived from both activators, with concentrations of 12% and 15%; (3) the impact of curing methods, including ambient temperature curing and full water immersion (submerged); and (4) the role of the water-to-binder (w/b) ratio, assessed at 43% and 48%. The performance of GGBS mortars was evaluated in terms of compressive strength and flowability. The results showed no significant difference between the two SS types; however, the base SS was recommended due to its lower NaOH content to reach the same Na₂O content, which leads to reduced generated heat when preparing the solution. Additionally, a 12% Na₂O concentration yielded higher compressive strength and enhanced flowability. While increasing the w/b ratio improved flowability, it had a detrimental effect on compressive strength. Furthermore, submerged curing significantly reduced compressive strength compared to ambient curing.en_US
dc.format.extent1 - 7-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoenen_US
dc.publisherIOP Publishingen_US
dc.rightsCreative Commons Attribution 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.source16th International Conference on Civil and Architectural Engineering (ICCAE-16)-
dc.source16th International Conference on Civil and Architectural Engineering (ICCAE-16)-
dc.subjectGGBSen_US
dc.subjectalkali activationen_US
dc.subjectcuring regimeen_US
dc.subjectNa₂O percentageen_US
dc.subjectcompressive strengthen_US
dc.titleA study to investigate the compressive strength and flow of alkali activated slag mortar using two curing regimesen_US
dc.typeArticleen_US
dc.date.dateAccepted2025-07-24-
dc.identifier.doihttps://doi.org/10.1088/1755-1315/1530/1/012025-
dc.relation.isPartOfIOP Conference Series : Earth and Environmental Science-
pubs.finish-date2025-05-15-
pubs.finish-date2025-05-15-
pubs.issue1-
pubs.publication-statusPublished-
pubs.start-date2025-05-12-
pubs.start-date2025-05-12-
pubs.volume1530-
dc.identifier.eissn1755-1315-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2025-07-24-
dc.rights.holderThe Author(s)-
dc.contributor.orcidShamass, Rabee [0000-0002-7990-8227]-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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