Exploration of fiber-reinforced geopolymer mortars containing recycled aggregates and marble powder

dc.authorid0000-0002-5150-5936en_US
dc.authorid0000-0002-6827-9904en_US
dc.authorid0000-0001-7405-2450en_US
dc.contributor.authorYılmaz, Arın
dc.contributor.authorErgün, Seçkin
dc.contributor.authorUysal, Mücteba
dc.contributor.authorAygörmez, Yurdakul
dc.contributor.authorAygün, Beyza Fahriye
dc.date.accessioned2024-05-24T13:00:57Z
dc.date.available2024-05-24T13:00:57Z
dc.date.issued2023en_US
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.descriptionYılmaz, Arın (Balikesir Author)en_US
dc.description.abstractEnvironmental and economic problems arising from cement production have made it necessary to find alternative binders. At this point, geopolymer mortars have come to the fore as an alternative construction material. In this study, 40% metakaolin + mineral additives (20% fly ash + 20% granulated blast furnace slag + 20% red mud) were used as binding material. NaOH (12M) and Na2SiO3 solutions were used. Recycling concrete aggregate and marble powder (MP) were used in equal proportions as aggregate. Different types of fibers (steel fiber (SF), polyamide fiber (PAF), and polypropylene fiber (PPF)) were used with different ratios (0.25, 0.50, 0.75, and 1%). In addition to mechanical properties (7, 28, and 56 days) such as compressive strength (CS), flexural strength (FS), and ultrasonic pulse velocity, high temperature, freezing–thawing, and sulfate resistances were performed. Results indicated that the series with 1% vol. SF had the highest unit weight and low water absorption, with the highest CS 38.5 MPa and FS 27.88% higher than the reference. However, considering the durability resistance, the best performance was observed in the series with 1% PPF by volume. The residual CS of this series after freezing–thawing was 32.95 MPa, the FS was 4.90 MPa, the CSs after Na2SO4 and Mg2SO4 were 38.32 MPa and 41.40 MPa, and FSs were 5.05 MPa and 4.41 MPa, respectively. Considering the abrasion resistance loss, the sequence of the series was as follows: 0.5% by volume PPF > 0.75% by volume PAF = 0.25% by volume SF.en_US
dc.description.sponsorshipThe experimental work was supported by the research fund of Balikesir University, the authors would like to express their sincere gratitude to the scientific research coordination unit for their financial support of the project (Project number: 2022/101).en_US
dc.identifier.doi10.1007/s13369-023-08357-9
dc.identifier.endpage5202en_US
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85174837253
dc.identifier.scopusqualityQ1
dc.identifier.startpage5179en_US
dc.identifier.urihttps://doi.org/10.1007/s13369-023-08357-9
dc.identifier.urihttps://hdl.handle.net/20.500.12462/14730
dc.identifier.volume49en_US
dc.identifier.wosWOS:001093946200002
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Natureen_US
dc.relation.ispartofArabian Journal for Science and Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectAlkali-Activated Materialsen_US
dc.subjectMineral Additivesen_US
dc.subjectPolyamide Fiberen_US
dc.subjectPolypropylene Fiberen_US
dc.subjectSteel Fiberen_US
dc.subjectSustainabilityen_US
dc.titleExploration of fiber-reinforced geopolymer mortars containing recycled aggregates and marble powderen_US
dc.typeArticleen_US

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