Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/108163
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorZhou, Yen_US
dc.creatorXu, Gen_US
dc.creatorWang, Hen_US
dc.creatorChen, Xen_US
dc.creatorFan, Yen_US
dc.creatorYang, Jen_US
dc.creatorLeng, Zen_US
dc.creatorHuang, Wen_US
dc.date.accessioned2024-07-26T01:40:11Z-
dc.date.available2024-07-26T01:40:11Z-
dc.identifier.issn1468-0629en_US
dc.identifier.urihttp://hdl.handle.net/10397/108163-
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.rights© 2023 Informa UK Limited, trading as Taylor & Francis Groupen_US
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in Road Materials and Pavement Design on 12 Dec 2023 (published online), available at: http://www.tandfonline.com/10.1080/14680629.2023.2287714.en_US
dc.subjectCrumb rubberen_US
dc.subjectDevulcanization degreeen_US
dc.subjectRheological propertiesen_US
dc.subjectRubber contenten_US
dc.subjectRubber-modified asphalten_US
dc.titleInvestigation of the rheological properties of devulcanized rubber-modified asphalt with different rubber devulcanization degrees and rubber contentsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1950en_US
dc.identifier.epage1963en_US
dc.identifier.volume25en_US
dc.identifier.issue9en_US
dc.identifier.doi10.1080/14680629.2023.2287714en_US
dcterms.abstractDevulcanized rubber-modified asphalt (DRMA) possesses broad application potential due to its environmental friendliness and exceptional performance. However, the relationship between the rubber devulcanization degree, rubber content, and the modification effect of asphalt binder has not been clearly revealed. In this work, DRMA with different rubber devulcanization degrees and contents was prepared. The storage stability and rheological properties of several asphalt binders were evaluated, and the interaction mechanism between different devulcanized rubber (DVR) and asphalt was also detected. The storage stability of DRMA increased with the rubber devulcanization degree and decreased with the DVR content. The rheological test results demonstrated that under the same rubber devulcanization conditions, the elasticity ratio, rutting resistance, and fatigue resistance of the ML40 series was enhanced continuously, while the above properties of DRMA of the other series were enhanced and then weakened with the rubber devulcanization degree. Additionally, the DRMA of the ML60 series had a superior elasticity ratio and rutting resistance when the DVR content was the same. The low-temperature performance of DRMA increases with the rubber devulcanization degree and DVR content.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationRoad materials and pavement design, 2024, v. 25, no. 9, p. 1950-1963en_US
dcterms.isPartOfRoad materials and pavement designen_US
dcterms.issued2023-
dc.identifier.scopus2-s2.0-85179723472-
dc.identifier.eissn2164-7402en_US
dc.description.validate202407 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera3090b-
dc.identifier.SubFormID49519-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China (No. 51778140, No. 52078130); Major Technology Demonstration of Epoxy Asphalt in Pavement as a Green Highly-Efficient Carbon Mitigation Technology (BE2022615)en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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