Mechanical performance of geopolymer concrete with micro silica fume and waste steel lathe scraps

Basit Öğe Kaydı
dc.contributor.authorCelik, Ali Ihsan
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorBahrami, Alireza
dc.contributor.authorHakeem, Ibrahim Y.
dc.date.accessioned2024-02-23T14:02:40Z
dc.date.available2024-02-23T14:02:40Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractEnvironmental studies for solutions are among the most important agendas of the scientific world. Most of the new studies are taking into account environmental effects. However, it is interesting for the scientific world to find solutions for accumulated environmental problems, to reduce harmful production, and to turn wastes that cause environmental pollution into useful products. In addition to incorporating fly ash, a recognized environmentally friendly and sustainable ma-terial, geopolymer concrete, utilizes micro silica fume (micro silica) as a binding agent. Furthermore, waste lathe scraps are introduced to enhance and safeguard the concrete's me-chanical properties. During the preparation phase, significant enhancements have been identified in the workability and setting time of concrete. A total of 16 test samples were prepared in this study. Micro silica of 0%, 5%, 10%, and 20%, and lathe scraps of 0%, 1%, 2%, and 3% were examined. Experimental findings revealed that incorporating 5% micro silica resulted in notable improvements in the compressive, flexural, and splitting tensile strengths, with the increases of 14.4%, 7.45%, and 6.18%, respectively. However, higher additions of 10% and 20% were found to decrease these strengths. In contrast, the inclusion of 1% lathe scraps led to considerable in-creases in the compressive, flexural, and splitting tensile strengths by 11.4%, 6.35%, and 8.23%, respectively. However, the addition of 2% and 3% lathe scraps resulted in the reduced capacity. The findings demonstrated that combining 5% micro silica with 1% lathe scraps provided the highest strength, with the improvements of 25.7%, 14.4%, and 12% in the compressive, flexural, and splitting tensile strengths, respectively. Considering the enhancements in the workability, setting time, and strengths observed in all the tests, the recommended optimal geopolymer mixture is 5% micro silica together with 1% lathe scraps.en_US
dc.description.sponsorshipDeanship of Scientific Research under supervision of the Science and Engineering Research Center at Najran University [NU/RCP/SERC/12/4]en_US
dc.description.sponsorshipThe authors are thankful to the Deanship of Scientific Research under supervision of the Science and Engineering Research Center at Najran University for funding this work under the research centers funding program with grant NU/RCP/SERC/12/4.en_US
dc.identifier.doi10.1016/j.cscm.2023.e02548
dc.identifier.issn2214-5095
dc.identifier.scopus2-s2.0-85174046023en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.cscm.2023.e02548
dc.identifier.urihttps://hdl.handle.net/20.500.12452/11799
dc.identifier.volume19en_US
dc.identifier.wosWOS:001095528300001en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofCase Studies In Construction Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectRecyclingen_US
dc.subjectGeopolymer Concreteen_US
dc.subjectLathe Scrapsen_US
dc.subjectMicro Silicaen_US
dc.subjectSetting Timeen_US
dc.subjectWorkabilityen_US
dc.subjectCompressive Strengthen_US
dc.subjectFlexural Strengthen_US
dc.subjectSplitting Tensile Strengthen_US
dc.titleMechanical performance of geopolymer concrete with micro silica fume and waste steel lathe scrapsen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu