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Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials

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dc.contributor.authorÇetín, Altan
dc.contributor.authorZülküf Kaya
dc.contributor.authorBora Çetin
dc.contributor.authorAhmet H. Aydilek
dc.contributor.orcid0000-0001-5406-6580
dc.contributor.orcid0000-0002-0180-7362
dc.contributor.orcid0000-0003-0415-7139
dc.contributor.orcid0000-0003-1106-3368
dc.date.accessioned2025-11-13T09:29:00Z
dc.date.issued2014-01-02
dc.identifier.doihttps://doi.org/10.1080/14680629.2013.869505
dc.identifier.endpage235
dc.identifier.issn1468-0629
dc.identifier.issue1
dc.identifier.openalexW2087801600
dc.identifier.startpage220
dc.identifier.urihttps://hdl.handle.net/11421/1278
dc.identifier.urihttps://doi.org/10.1080/14680629.2013.869505
dc.identifier.volume15
dc.language.isoen
dc.relation.ispartofRoad Materials and Pavement Design
dc.rightsrestrictedAccess
dc.subjectCompaction
dc.subjectGradation
dc.subjectGeotechnical engineering
dc.subjectPermeability (electromagnetism)
dc.subjectMaterials science
dc.subjectModulus
dc.subjectAggregate (composite)
dc.subjectHydraulic conductivity
dc.subjectDeformation (meteorology)
dc.subjectComposite material
dc.subjectGeology
dc.subjectSoil water
dc.subject.sdg11
dc.titleInfluence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5019394925

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