The Effect of Compaction Degree and Binder Content on Performance Properties of Asphalt Mixtures

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dc.contributor.authorHýzl, Petrcs
dc.contributor.authorDašek, Ondřejcs
dc.contributor.authorVaraus, Michalcs
dc.contributor.authorStehlík, Dušancs
dc.contributor.authorCoufalík, Pavelcs
dc.contributor.authorDašková, Jaroslavacs
dc.contributor.authorCoufalíková, Ivacs
dc.contributor.authorNekulová, Pavlacs
dc.coverage.issue3cs
dc.coverage.volume11cs
dc.date.issued2016-09-16cs
dc.description.abstractThe effect of compaction degree and binder content on performance properties of asphalt mixtures of an asphalt concrete type for wearing and binder courses are described in the paper. Measurements of stiffness modulus by two-point bending test on trapezoidal shaped specimens, fatigue characteristics, and resistance against frost cracking by thermal stress restrained specimen test have been performed on selected asphalt mixtures. The main aim of the experimental part was to determine to what extent the performance properties of the individual mixtures will be affected when decreasing the compaction degree by 3% in comparison to the optimal design, i.e. from 100% to 97% degree of compaction.en
dc.description.abstractThe effect of compaction degree and binder content on performance properties of asphalt mixtures of an asphalt concrete type for wearing and binder courses are described in the paper. Measurements of stiffness modulus by two-point bending test on trapezoidal shaped specimens, fatigue characteristics, and resistance against frost cracking by thermal stress restrained specimen test have been performed on selected asphalt mixtures. The main aim of the experimental part was to determine to what extent the performance properties of the individual mixtures will be affected when decreasing the compaction degree by 3% in comparison to the optimal design, i.e. from 100% to 97% degree of compaction.en
dc.formattextcs
dc.format.extent222-232cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationBaltic Journal of Road and Bridge Engineering. 2016, vol. 11, issue 3, p. 222-232.en
dc.identifier.doi10.3846/bjrbe.2016.26cs
dc.identifier.issn1822-427Xcs
dc.identifier.orcid0000-0002-3409-9980cs
dc.identifier.orcid0000-0002-0615-6490cs
dc.identifier.orcid0000-0001-6141-0095cs
dc.identifier.orcid0000-0002-4100-4011cs
dc.identifier.orcid0000-0002-6832-9684cs
dc.identifier.orcid0000-0001-5586-4138cs
dc.identifier.other128728cs
dc.identifier.scopus55078397700cs
dc.identifier.scopus56263434600cs
dc.identifier.scopus55077104300cs
dc.identifier.urihttp://hdl.handle.net/11012/203152
dc.language.isoencs
dc.publisherVilnius Gediminas Technical Universitycs
dc.relation.ispartofBaltic Journal of Road and Bridge Engineeringcs
dc.relation.urihttps://bjrbe-journals.rtu.lv/article/view/bjrbe.2016.26cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1822-427X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectasphalt mixtureen
dc.subjectbinder contenten
dc.subjectcompaction degreeen
dc.subjectfatigueen
dc.subjectmulti-layer linear elastic modelen
dc.subjectperformance propertiesen
dc.subjectstiffnessen
dc.subjectasphalt mixture
dc.subjectbinder content
dc.subjectcompaction degree
dc.subjectfatigue
dc.subjectmulti-layer linear elastic model
dc.subjectperformance properties
dc.subjectstiffness
dc.titleThe Effect of Compaction Degree and Binder Content on Performance Properties of Asphalt Mixturesen
dc.title.alternativeThe Effect of Compaction Degree and Binder Content on Performance Properties of Asphalt Mixturesen
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-128728en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:51en
sync.item.modts2025.10.14 10:52:27en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav pozemních komunikacícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Pozemní komunikace AdMaScs

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