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Investigation of usability of steel fibers in asphalt concrete mixtures

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dc.creator SALTAN, Mehmet
dc.creator TERZİ, Serdal
dc.creator Serin, Sercan
dc.creator Morova, Nihat
dc.date 2012-10-31T22:00:00Z
dc.date.accessioned 2020-10-06T09:32:31Z
dc.date.available 2020-10-06T09:32:31Z
dc.identifier 238a34e4-6069-46b0-bd05-f2daadff2dae
dc.identifier 10.1016/j.conbuildmat.2012.04.113
dc.identifier https://avesis.sdu.edu.tr/publication/details/238a34e4-6069-46b0-bd05-f2daadff2dae/oai
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/55426
dc.description In this study, the usability of steel fibers in order to bear the stresses occurring at the surface layer of pavement, which are directly subjected to the traffic effects, was investigated. In this context, specimens were produced and tested under Marshall Stability Test, and the optimum bitumen content value for the aggregates sample to be used was determined. Results showed that based on the determined value for the optimum bitumen content (5.5%), three specimens for each of a series of different fiber rates (0%, 0.25%, 0.50%, 0.75%, 1.0%, 1.5%, 2.0%, 2.5%) were prepared and the optimum value for fiber rate that results in the best stability value was determined as 0.75%.
dc.language eng
dc.rights info:eu-repo/semantics/closedAccess
dc.title Investigation of usability of steel fibers in asphalt concrete mixtures
dc.type info:eu-repo/semantics/article

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