Comprehensive study on the role of mycrisparite in enhancing strength, stability, and microstructural traits of self-compacting mortars

MakaleAçık ErişimScopus SJRQ2
  • SDG 9 · Sanayi, Yenilikçilik ve Altyapı
  • SDG 12 · Sorumlu Üretim ve Tüketim

Özet

The 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.

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dc.contributor.authorEtli, Serkan
dc.contributor.authorYılmaz, Tekin
dc.date.accessioned2026-10-22T10:22:15.200135092Z
dc.date.available2026-10-22T10:22:15.200135092Z
dc.date.issued2025
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.
dc.identifier.doi10.1080/19648189.2024.2441966
dc.identifier.eissn2116-7214
dc.identifier.endpage1718
dc.identifier.issn1964-8189
dc.identifier.issue9
dc.identifier.scopus2-s2.0-85212496300
dc.identifier.startpage1701
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/14105
dc.identifier.volume29
dc.identifier.wosWOS:001381096300001
dc.language.isoen
dc.publisherTaylor and Francis Ltd.
dc.relation.ispartofEuropean Journal of Environmental and Civil Engineering
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectFreeze–thaw
dc.subjectMycrisparite
dc.subjectPorosity
dc.subjectSelf-compacting mortar
dc.subjectSorptivity
dc.subjectStrength
dc.subject.classificationEngineering, Civil
dc.subject.classificationEngineering, Geological
dc.subject.classificationEngineering
dc.subject.otherBending strength
dc.subject.otherBinders
dc.subject.otherBrinell Hardness
dc.subject.otherCement manufacture
dc.subject.otherCompressive strength
dc.subject.otherDeterioration
dc.subject.otherSelf compacting concrete
dc.subject.otherThawing
dc.subject.otherDurability performance
dc.subject.otherFreeze/thaw
dc.subject.otherMechanical durability
dc.subject.otherMechanical performance
dc.subject.otherMicro-structural
dc.subject.otherMicrostructure performance
dc.subject.otherMycrisparite
dc.subject.otherSelf-compacting mortars
dc.subject.otherSorptivity
dc.subject.otherStrength
dc.subject.otherMortar
dc.titleComprehensive study on the role of mycrisparite in enhancing strength, stability, and microstructural traits of self-compacting mortars
dc.typeArticle
dspace.entity.typePublication
rdl.citation.openalex6
rdl.citation.scopus4
rdl.citation.wos5
rdl.oa.statusgreen
rdl.oa.statuspreprint
rdl.oa.urlhttps://hdl.handle.net/20.500.12440/6465
rdl.scopus.quartileQ2
rdl.sdgSDG12
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)