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dc.creatorIssa, Hatim
dc.creatorKorać, Marija
dc.creatorGavrilovski, Milorad
dc.creatorKamberović, Željko
dc.date.accessioned2021-03-10T11:59:00Z
dc.date.available2021-03-10T11:59:00Z
dc.date.issued2013
dc.identifier.issn1582-2214
dc.identifier.urihttp://TechnoRep.tmf.bg.ac.rs/handle/123456789/2266
dc.description.abstractSteel scrap recycling is generally performed by direct smelting of scrap in an electric arc furnace, generating about 2% of dust per charge. Electric arc furnace dust (EAFD) is characterized as a hazardous material, due to its heavy metals content and a powder form. A present study indicates the possibility of domestic carbon steel EAFD stabilization by using cement as the main stabilizer; fly ash as an additive, and controlling the EAFD particle size by milling. EAFD replaced 0-50 % of fine aggregate and fly ash replaced 10-25% of cement in mixtures, with different milling times applied. S/S samples were tested for compressive strength and heavy metals leachability. The results of compressive strength testing showed that the maximum EAFD replacement is 15%, after which compressive strength decreases rapidly. The best fly ash compressive strength was attained at 10% replacement of both fine aggregate and cement. The milled EAFD produced the best results at three hours of milling, however, the addition of fly ash resulted in a slight compressive strength decrease in these samples. The TCLP analysis of concrete samples indicated that Zn and Pb were stabilized in the cement matrix even at 30% of fine aggregate replacement with EAFD. From the physical-mechanical and environmental aspects, EAFD can be used as a component in cement Mixtures in instances when the Zn and Pb content is not sufficiently high for justifiable valorization of these metals.en
dc.publisherEditura Stiintifica Fmr, Bucharest
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/34033/RS//
dc.rightsrestrictedAccess
dc.sourceMetalurgia International
dc.subjectsolidification/stabilizationen
dc.subjectEAFDen
dc.subjectconcreteen
dc.subjectfly ashen
dc.subjectTCLPen
dc.subjectcompressive strengthen
dc.titlePossibility of carbon steel eafd solidification/stabilization in concreteen
dc.typearticle
dc.rights.licenseARR
dc.citation.epage188
dc.citation.issueSPEC.4
dc.citation.other18(SPEC.4): 182-188
dc.citation.rankM23
dc.citation.spage182
dc.citation.volume18
dc.identifier.pmid
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_technorep_2266
dc.identifier.scopus2-s2.0-84874283057
dc.identifier.wos000315177500027
dc.type.versionpublishedVersion


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