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dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorChomicz-Kowalska, Anna
dc.contributor.authorGardziejczyk, Władysław
dc.contributor.authorIwański, Mateusz M.
dc.date.accessioned2025-05-05T13:08:24Z
dc.date.available2025-05-05T13:08:24Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157505
dc.description.abstractThis study is to compare the results of temperature sensitivity tests of foamed bitumen asphalt concrete (AC 8) compacted at 95ºC with that of the reference mixture compacted at the conventional temperature of 140ºC. The tests and subsequent analysis confirm the advantageous effects the modification of bitumen 50/70 with 2.5% Fischer-Tropsch (FT) synthetic wax has on the characteristics of asphalt concrete. The characteristics investigated in this study included the air void content and moisture resistance of the specimens in one freezing cycle test (ITSR). Additionally, the relationships between air void content and stiffness moduli were investigated. The analysis of temperature sensitivity was conducted based on the measured indirect tensile stiffness modulus, Sm, (IT-CY) at -10ºC, 0ºC, 10ºC and 25ºC. The parameters of the asphalt concrete compacted at 95ºC made with FT wax modified foamed bitumen (FT=2.5%) are comparable to those of the reference mixture compacted at 45ºC.en_US
dc.format.extent10 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817305714en_US
dc.subjectHalf-Warm Mix Asphalt (HWMA)en_US
dc.subjectfoamed bitumenen_US
dc.subjectstiffness modulus (Sm)en_US
dc.subjectFischer-Tropsch (FT) synthetic waxen_US
dc.subjectasphalt concrete (AC)en_US
dc.titleAnalysis of IT-CY stiffness modulus of foamed bitumen asphalt concrete compacted at 95°Cen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references19en_US
dc.description.versionTaip / Yesen_US
dc.type.pubtypeK1a - Monografija / Monographen_US
dc.contributor.institutionKielce University of Technologyen_US
dc.contributor.institutionBialystok University of Technologyen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.065en_US


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Kūrybinių bendrijų licencija / Creative Commons licence
Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence