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dc.contributor.authorEtli, Serkan
dc.contributor.authorYılmaz, Tekin
dc.date.accessioned2025-03-12T11:18:56Z
dc.date.available2025-03-12T11:18:56Z
dc.date.issued2024en_US
dc.identifier.citationScopus EXPORT DATE: 12 March 2025 @ARTICLE{Etli2024, url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85212496300&doi=10.1080%2f19648189.2024.2441966&partnerID=40&md5=4caa3060d7245ebbce7588f526fb0521}, affiliations = {Department of Civil Engineering, Kahramanmaraş Sütçü İmam University, Kahramanmaraş, Turkey; Department of Mining Technology, Gümüşhane University, Gümüşhane, Turkey}, correspondence_address = {T. Yılmaz; Department of Mining Technology, Gümüşhane University, Gümüşhane, Turkey; email: yilmaz@gumushane.edu.tr}, publisher = {Taylor and Francis Ltd.}, issn = {19648189}, language = {English}, abbrev_source_title = {Eur. J. Environ. Civ. Eng.} }en_US
dc.identifier.issn19648189
dc.identifier.uriscopus.com/record/display.uri?eid=2-s2.0-85212496300&origin=SingleRecordEmailAlert&dgcid=raven_sc_affil_en_us_email&txGid=67202b4c11e18c88541ec04887f38559
dc.identifier.uritandfonline.com/doi/epdf/10.1080/19648189.2024.2441966?src=getftr&utm_source=scopus&getft_integrator=scopus
dc.identifier.urihttps://hdl.handle.net/20.500.12440/6465
dc.description.abstractThe present research work aims at promoting the mechanical, durability and microstructure performances of self-compacting mortars (SCMs) and lessening the cement production-induced costs and environmental difficulties, by replacing binder with definite proportions (2.5–15%) of MS. To achieve these goals, the compressive and flexural strength (UCS, FS), freeze–thaw (F–T), sorptivity (Sp), MIP (tP, psD) and SEM tests were conducted on SCMs cured for diverse (7–90 days) ages. The outcomes unearthed that replacing binder with MS at small proportions boosted the UCS/FS performances of SCMs. These improvements in strength performance compared to MS-0 were more spectacular in MS-2.5, which produced higher UCS and FS of 8.6–21.0% and 10.0–25.7%, respectively at all curing ages. Similarly, the same SCMs, which betrayed lower UCS- (10.3 < 16.7) and FS-losses (31.6 < 41.0) than the control at the end of the 200-cycle F–T test, were able to remain more endurance against F–T deterioration. Besides, MS replacement up to 10% enabled the SCMs to exhibit lower tP- (up to 11.2%) and Sp values (up to 61.2%) by ameliorating the psD (refining the larger pores into finer pores). The current research can be consequently commented to provide more beneficial SCM design on both strength/stability and microstructure, and cost and environmental troubles for the building industry. © 2024 Informa UK Limited, trading as Taylor & Francis Group.en_US
dc.language.isoengen_US
dc.publisherTaylor and Francis Ltd.en_US
dc.relation.ispartofEuropean Journal of Environmental and Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFreeze–thaw; Mycrisparite; Porosity; Self-compacting mortar; Sorptivity; Strengthen_US
dc.subjectBending strength; Binders; Brinell Hardness; Cement manufacture; Compressive strength; Deterioration; Self compacting concrete; Thawingen_US
dc.subjectDurability performance; Freeze/thaw; Mechanical durability; Mechanical performance; Micro-structural; Microstructure performance; Mycrisparite; Self-compacting mortars; Sorptivity; Strengthen_US
dc.subjectMortaren_US
dc.titleComprehensive study on the role of mycrisparite in enhancing strength, stability, and microstructural traits of self-compacting mortarsen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.departmentMeslek Yüksekokulları, Gümüşhane Meslek Yüksekokulu, Madencilik ve Maden Çıkarma Bölümüen_US
dc.authorid0000-0003-3288-5192en_US
dc.contributor.institutionauthorYılmaz, Tekin
dc.identifier.doi10.1080/19648189.2024.2441966en_US
dc.authorwosidG-8179-2015en_US
dc.authorscopusid55711048300en_US


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