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The use of waste marble for cleaner production of structural concrete: A comprehensive experimental study

dc.contributor.authorGencel, Osman
dc.contributor.authorNodehi, Mehrab
dc.contributor.authorYavuz Bayraktar, Oguzhan
dc.contributor.authorBenli, Ahmet
dc.contributor.authorKöksal, Fuat
dc.contributor.authorBi̇li̇r, Turhan
dc.contributor.authorSiddique, Rafat
dc.contributor.authorOzbakkaloglu, Togay
dc.contributor.authorKaplan, Gökhan
dc.date.accessioned2026-01-04T17:31:04Z
dc.date.issued2022-12-01
dc.description.abstractWaste marble is a byproduct that is produced as a result of cutting and reshaping marble stone that is commonly used in the construction sector. From a sustainability perspective, waste marble can be a potential alternative to limestone sand with slightly reduced ecological footprint which is aligned with novel concepts, such as circu-larity of construction industry. To provide a comprehensive outline of marble's use as coarse aggregate in concrete production, this study adopted utilizing waste coarse marble aggregate (WCMA) at a quantity of 50% and 100% to substitute coarse limestone aggregates (also natural coarse aggregate (NCA)). Likewise, since marble stone is considered as a metamorphic rock with slightly different microspores, compared to limestone, three different water-to-cement ratios (w/c) of 0.35, 0.42 and 0.49 have also been used. Results show that concretes incorporating WMCA exhibit a slightly better mechanical performance than concretes incorporating NCA, given that the w/c ratio is enough to lubricate WMCA's surface but not to the point of increasing free water in concrete's microstructure. In other words, it is found that WMCA is relatively sensitive to the mixture's w/c ratio which can have a large impact on the resulting physico-mechanical and thermo-durability properties of the specimens. In this regard, despite the WMCA's slightly enhanced performance in certain thermo-durability tests, the interfacial transition zone (ITZ) areas are found to be more susceptible to deteriorating factors. Nonetheless, the result of this study is found to be significant and point to the suitability of utilizing WMCA as an alternative to NCA.
dc.description.urihttps://doi.org/10.1016/j.conbuildmat.2022.129612
dc.description.urihttps://hdl.handle.net/20.500.12831/11737
dc.description.urihttps://hdl.handle.net/11772/23122
dc.description.urihttps://avesis.atauni.edu.tr/publication/details/398d5410-8c80-4d44-b7c3-dc8aa6f04648/oai
dc.identifier.doi10.1016/j.conbuildmat.2022.129612
dc.identifier.issn0950-0618
dc.identifier.openairedoi_dedup___::4eb9d3adc0b7637e7f719035af1fdfa1
dc.identifier.orcid0000-0003-0578-6965
dc.identifier.orcid0000-0002-3436-1694
dc.identifier.orcid0000-0003-3015-736x
dc.identifier.scopus2-s2.0-85141454860
dc.identifier.startpage129612
dc.identifier.urihttps://hdl.handle.net/20.500.12597/40176
dc.identifier.volume361
dc.identifier.wos000897786600001
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofConstruction and Building Materials
dc.rightsCLOSED
dc.subjectWaste marble coarse aggregate (WMCA)
dc.subjectW
dc.subjectc ratio of concrete
dc.subjectCompressive Strength
dc.subjectPerformance
dc.subjectThermo-Durability Properties
dc.subjectSelf-Compacting Concrete
dc.subjectMechanical-Properties
dc.subjectCycle
dc.subjectSulfate
dc.subjectPhysico-Mechanical Properties
dc.subjectThermo-durability properties
dc.subjectDurability Properties
dc.subjectBinders
dc.subjectFiber
dc.subjectWaste Marble Coarse Aggregate (Wmca)
dc.subjectC Ratio Of Concrete
dc.subjectPhysico-mechanical properties
dc.subjectCooling Regimes
dc.titleThe use of waste marble for cleaner production of structural concrete: A comprehensive experimental study
dc.typeArticle
dspace.entity.typePublication
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