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Number of design gyrations for 100 mm compacted asphalt mixtures modified with polypropylene

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dc.contributor.authorKeskin, Mustafa
dc.contributor.authorMustafa Keskin
dc.contributor.orcid0000-0003-1417-9972
dc.contributor.orcid0000-0002-5574-6171
dc.date.accessioned2025-11-13T12:22:28Z
dc.date.issued2018-06-01
dc.identifier.doihttps://doi.org/10.1016/s2307-1877(25)00822-3
dc.identifier.endpage83
dc.identifier.issn2307-1877
dc.identifier.issue2
dc.identifier.openalexW2895703605
dc.identifier.startpage64
dc.identifier.urihttps://hdl.handle.net/11421/9829
dc.identifier.urihttps://doi.org/10.1016/s2307-1877(25)00822-3
dc.identifier.volume6
dc.language.isoen
dc.relation.ispartofJournal of Engineering Research
dc.rightsopenAccess
dc.subjectCoring
dc.subjectPolypropylene
dc.subjectMaterials science
dc.subjectAsphalt
dc.subjectComposite material
dc.subjectCompaction
dc.subjectGyration
dc.subjectAggregate (composite)
dc.subjectFiber
dc.subjectEngineering
dc.subjectMechanical engineering
dc.subject.sdg11
dc.titleNumber of design gyrations for 100 mm compacted asphalt mixtures modified with polypropylene
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5101560239

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