Performance Characteristics of the Open-Graded Asphalt Concrete Filled with a Special Cement Grout

dc.contributor.authorČiháčková, Pavlínacs
dc.contributor.authorHýzl, Petrcs
dc.contributor.authorStehlík, Dušancs
dc.contributor.authorDašek, Ondřejcs
dc.contributor.authorŠernas, Ovidijuscs
dc.contributor.authorVaitkus, Audriuscs
dc.coverage.issue4cs
dc.coverage.volume10cs
dc.date.issued2015-12-14cs
dc.description.abstractThis paper presents a performance of the open-graded asphalt concrete filled with a special cement grout in the road structures, introduces practical examples of the usage of this technology and defines the main properties. In addition, laboratory design of asphalt mixtures filled with special grout is researched. Finally, the results obtained from various laboratory tests are evaluated. The paper contains the open-graded asphalt concrete filled with a special cement grout mix design procedure and results of stiffness measurement, low temperature properties, permanent deformation and skid resistance. Open-graded asphalt concrete filled with a special cement grout mixture is compared to the commonly used asphalt mixes. The open-graded asphalt concrete filled with a special cement grout showed better results than the commonly used asphalt mixes by the stiffness and resistance to the permanent deformation characteristics but behavior at the low temperatures is slightly problematic.en
dc.description.abstractThis paper presents a performance of the open-graded asphalt concrete filled with a special cement grout in the road structures, introduces practical examples of the usage of this technology and defines the main properties. In addition, laboratory design of asphalt mixtures filled with special grout is researched. Finally, the results obtained from various laboratory tests are evaluated. The paper contains the open-graded asphalt concrete filled with a special cement grout mix design procedure and results of stiffness measurement, low temperature properties, permanent deformation and skid resistance. Open-graded asphalt concrete filled with a special cement grout mixture is compared to the commonly used asphalt mixes. The open-graded asphalt concrete filled with a special cement grout showed better results than the commonly used asphalt mixes by the stiffness and resistance to the permanent deformation characteristics but behavior at the low temperatures is slightly problematic.en
dc.formattextcs
dc.format.extent316-324cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationBaltic Journal of Road and Bridge Engineering. 2015, vol. 10, issue 4, p. 316-324.en
dc.identifier.doi10.3846/bjrbe.2015.40cs
dc.identifier.issn1822-427Xcs
dc.identifier.orcid0000-0002-3409-9980cs
dc.identifier.orcid0000-0002-4100-4011cs
dc.identifier.orcid0000-0002-0615-6490cs
dc.identifier.other119556cs
dc.identifier.scopus55078397700cs
dc.identifier.scopus55077104300cs
dc.identifier.scopus56263434600cs
dc.identifier.urihttp://hdl.handle.net/11012/201027
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.2015.40cs
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 skeletonen
dc.subjectcement grouten
dc.subjectlow temperature characteristicsen
dc.subjectpermanent deformationen
dc.subjectsemi-rigid layeren
dc.subjectskid resistanceen
dc.subjectstiffness modulusen
dc.subjectasphalt skeleton
dc.subjectcement grout
dc.subjectlow temperature characteristics
dc.subjectpermanent deformation
dc.subjectsemi-rigid layer
dc.subjectskid resistance
dc.subjectstiffness modulus
dc.titlePerformance Characteristics of the Open-Graded Asphalt Concrete Filled with a Special Cement Grouten
dc.title.alternativePerformance Characteristics of the Open-Graded Asphalt Concrete Filled with a Special Cement Grouten
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-119556en
sync.item.dbtypeVAVen
sync.item.insts2025.10.14 14:15:50en
sync.item.modts2025.10.14 10:17:53en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav pozemních komunikacícs

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