Comparison of the effect of basalt and glass fibers on the fracture energy of asphalt mixes using semi-circular bending test

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dc.authoridEmiroğlu, Mehmet/0000-0002-0214-4986en_US
dc.authoridSerin, Sercan/0000-0001-6025-6233en_US
dc.authoridONAL, YAKUP/0000-0003-4975-9897en_US
dc.authorscopusid46061241100en_US
dc.authorscopusid57222135118en_US
dc.authorscopusid35101857200en_US
dc.authorscopusid58612016400en_US
dc.authorwosidEmiroğlu, Mehmet/Q-2699-2015en_US
dc.contributor.authorSerin, Sercan
dc.contributor.authorOnal, Yakup
dc.contributor.authorEmiroglu, Mehmet
dc.contributor.authorDemir, Eren
dc.date.accessioned2024-08-23T16:04:56Z
dc.date.available2024-08-23T16:04:56Z
dc.date.issued2023en_US
dc.departmentDüzce Üniversitesien_US
dc.description.abstractThis paper has focused on the effect of basalt and glass fibers in HMA in terms of crack formation and damage mechanisms. The experimental study was carried out under two stages; i) defining optimum fiber lengths and rates based on Marshall Stability performances using three different fiber lengths (4 mm, 12.5 mm, 22.5 mm) and three different fiber rates (0.75%, 1.00% and 1.5% by weight), ii) examining of fracture tests by using the op-timum fiber values (4 mm fiber length and 0.50%, 0.75%, 1.00% fiber content by weight) obtained from the first stage. Fracture energy characteristics of HMA mixtures were examined via Semi-Circular Bending (SCB) test. A total of 24 SCB test specimens from 6 different series, B-0.50, B-0.75, B-1.00, G-0.50, G-0.75, and G-1.00, were used in the experiments. Experimental results were discussed based on some basic physical properties, fracture energy (Gf), dissipated energy (DE), flexibility index (FI), and crack resistance index (CRI) values of HMA mixtures. When 0.50% basalt fiber is utilized in asphalt mixtures, the maximum peak load and Gf value are achieved. Moreover, using 1.00% basalt and 0.75% glass fiber in asphalt mixtures yielded the highest values of FI and CRI, respectively. Nevertheless, when 1.00% glass and 0.75% basalt fiber were added to asphalt mixtures, the minimum values of FI and CRI were obtained, respectively.en_US
dc.identifier.doi10.1016/j.conbuildmat.2023.133460
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopus2-s2.0-85171872525en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2023.133460
dc.identifier.urihttps://hdl.handle.net/20.500.12684/14396
dc.identifier.volume406en_US
dc.identifier.wosWOS:001083151800001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFracture energyen_US
dc.subjectHot -mix asphalt (HMA)en_US
dc.subjectSemi -Circular Bending (SCB) testen_US
dc.subjectBasalt fiberen_US
dc.subjectGlass fiberen_US
dc.subjectMechanical-Propertiesen_US
dc.subjectPolyphosphoric Aciden_US
dc.subjectConcreteen_US
dc.subjectResistanceen_US
dc.subjectPerformanceen_US
dc.subjectMixturesen_US
dc.subjectModulusen_US
dc.titleComparison of the effect of basalt and glass fibers on the fracture energy of asphalt mixes using semi-circular bending testen_US
dc.typeArticleen_US

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