Effects of bottom ash and granulated blast furnace slag as fine aggregate on abrasion resistance of concrete

dc.authorid0000-0002-5176-9990en_US
dc.contributor.authorBilir, Turhan
dc.contributor.authorYüksel, İsa
dc.contributor.authorTopcu, Ilker Bekir
dc.contributor.authorGencel, Osman
dc.date.accessioned2021-03-20T20:13:57Z
dc.date.available2021-03-20T20:13:57Z
dc.date.issued2017
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractAbrasion resistance is one of the most important durability properties of concrete. Especially, highway, airport and industrial floor pavements should be resistant to abrasion. Recently, many research studies have been carried out on the utilization of industrial by-products in concrete. Granulated blast-furnace slag (GBFS) and bottom ash (BA) are two of these by-products. BA is not generally utilized in concrete and has a limited usage. It is mostly dumped, leading to additional costs and environmental problems. On the other hand, both GBFS and BA have potential for concrete production to provide sustainability. They can substitute fine aggregate thanks to their positive effects on concrete durability. Therefore, the aim of this study was to investigate the abrasion resistance of concretes produced with GBFS and BA substituting fine aggregate. Three different concrete series were produced by replacing fine aggregate with GBFS, BA and both of them by mixing them at equal ratios. The replacement ratios of by-products were 10%, 20%, 30%, 40% and 50% by volume. Compressive strength and Bohme abrasion tests were conducted on series. Results were compared to each other. It can be said that abrasion resistance can be improved by these by-products.en_US
dc.description.sponsorshipTurkish National Research and Foundation Institute (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [ICTAG-I687]; TUBITAKTurkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK)en_US
dc.description.sponsorshipA part of this study has been conducted within the scope and the fund of the Project ICTAG-I687 of the Turkish National Research and Foundation Institute (TUBITAK). The authors would like to acknowledge TUBITAK for its support and funding.en_US
dc.identifier.doi10.1515/secm-2015-0101en_US
dc.identifier.endpage269en_US
dc.identifier.issn0792-1233
dc.identifier.issn2191-0359
dc.identifier.issue2en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage261en_US
dc.identifier.urihttp://doi.org/10.1515/secm-2015-0101
dc.identifier.urihttps://hdl.handle.net/20.500.12885/970
dc.identifier.volume24en_US
dc.identifier.wosWOS:000395821600011en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.institutionauthorYüksel, İsa
dc.language.isoenen_US
dc.publisherWalter De Gruyter Gmbhen_US
dc.relation.ispartofScience And Engineering Of Composite Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectabrasion resistanceen_US
dc.subjectblast-furnace slagen_US
dc.subjectbottom ashen_US
dc.subjectconcreteen_US
dc.subjectdurabilityen_US
dc.titleEffects of bottom ash and granulated blast furnace slag as fine aggregate on abrasion resistance of concreteen_US
dc.typeArticleen_US

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