Strength and Durability of Superplasticizer Concrete Based on Different Component Parameters: An Experimental and Statistical Study

dc.contributor.authorTunc, Esra Tugrul
dc.date.accessioned2026-08-12T17:38:50Z
dc.date.issued2025
dc.departmentFırat Üniversitesi
dc.description.abstractConcrete, which forms the skeleton of buildings, is the most important building material to ensure the continuity of a building's durability and to survive a possible earthquake. Concrete durability is directly related to its constituent materials. In this study, it was investigated how concrete aggregate and chemical admixture change the strength of concrete according to their type. The research question of this study is: what is the place and importance of aggregate and chemical admixture in increasing concrete strength? Recent earthquakes, especially in Turkey, have shown that most of the buildings that collapsed had poor-quality concrete. The aim of this study is to determine the concrete mix designs for the production of superplasticizer concrete for the production of concrete with the desired strength depending on the tested parameters. In this study, the effect of the parameters that make up the tested concrete content on concrete strength was investigated both experimentally and statistically. Water-cement ratio, aggregate type, Los Angeles abrasion resistance of aggregates, aggregate-cement ratio and new-generation polycarboxylate-supported superplasticizer chemical admixture are the parameters in the concrete content. Statistical analysis was carried out with SPSS, an up-to-date software, using the experimental findings. There was a very good agreement between both measured and predicted values. The equations with a coefficient of determination R 2 > 0.96 were derived. The developed statistical method was found to be unique and highly accurate. Thus, it is aimed to provide safe, economical, practical and time-saving pre-mix designs.
dc.description.sponsorshipFimath;rat University
dc.description.sponsorshipNo Statement Available
dc.identifier.doi10.1007/s13369-024-08985-9
dc.identifier.endpage1664
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85191034155
dc.identifier.scopusqualityQ1
dc.identifier.startpage1649
dc.identifier.urihttps://doi.org/10.1007/s13369-024-08985-9
dc.identifier.urihttps://hdl.handle.net/11508/58603
dc.identifier.volume50
dc.identifier.wosWOS:001205929200001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Heidelberg
dc.relation.ispartofArabian Journal for Science and Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260511
dc.subjectConcrete strength
dc.subjectSuperplasticizer concrete
dc.subjectAggregate type
dc.subjectChemical additive
dc.subjectStatistical model
dc.subjectSPSS software
dc.titleStrength and Durability of Superplasticizer Concrete Based on Different Component Parameters: An Experimental and Statistical Study
dc.typeArticle

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