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Design Gyration Number Determination of 100 mm-Diameter Asphalt Mixtures

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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.accessioned2025-11-13T22:24:03Z
dc.date.issued2019-02-05
dc.identifier.doihttps://doi.org/10.1007/s40999-019-00399-1
dc.identifier.endpage1396
dc.identifier.issn1735-0522
dc.identifier.issue9
dc.identifier.openalexW2914449017
dc.identifier.startpage1383
dc.identifier.urihttps://hdl.handle.net/11421/14052
dc.identifier.urihttps://doi.org/10.1007/s40999-019-00399-1
dc.identifier.volume17
dc.language.isoen
dc.relation.ispartofInternational Journal of Civil Engineering
dc.rightsrestrictedAccess
dc.subjectGyration
dc.subjectCoring
dc.subjectCompaction
dc.subjectMaterials science
dc.subjectAsphalt
dc.subjectComposite material
dc.subjectRadius of gyration
dc.subjectMathematics
dc.subjectPolymer
dc.subjectGeometry
dc.titleDesign Gyration Number Determination of 100 mm-Diameter Asphalt Mixtures
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5101560239

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