Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97979
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, Hen_US
dc.creatorLiu, Xen_US
dc.creatorApostolidis, Pen_US
dc.creatorWang, Den_US
dc.creatorLeng, Zen_US
dc.creatorLu, Gen_US
dc.creatorErkens, Sen_US
dc.creatorSkarpas, Aen_US
dc.date.accessioned2023-04-06T07:17:59Z-
dc.date.available2023-04-06T07:17:59Z-
dc.identifier.urihttp://hdl.handle.net/10397/97979-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2021 American Society of Civil Engineers.en_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/JPEODX.0000326.en_US
dc.subjectBitumenen_US
dc.subjectCrumb rubberen_US
dc.subjectRheologyen_US
dc.subjectRuttingen_US
dc.subjectThermal crackingen_US
dc.subjectWarm-mix additivesen_US
dc.titleInvestigating the high- and low-temperature performance of warm crumb rubber-modified bituminous binders using rheological testsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume147en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1061/JPEODX.0000326en_US
dcterms.abstractRubberized asphaltic materials have been frequently combined with warm-mix asphalt technologies to tackle the issues of high energy consumptions and emissions during construction. Effective and accurate characterization of binder properties is conducive to the improvement of long-term pavement performance. The current study aims to quantify the effects of rubber content and warm-mix additives on rutting and thermal cracking performance of crumb rubber-modified bitumen (CRMB), and explore the rubber and additives modification mechanisms and their impacts on the binder performance. CRMBs containing different rubber contents and warm-mix additives after long-term aging were subject to multiple stress creep and recovery (MSCR) tests and low-temperature frequency sweep tests using a dynamic shear rheometer (DSR) with 4-mm loading plate to investigate the high- and low-temperature performance, respectively. Rheological tests were also conducted on the bitumen and rubber phases of CRMB to understand the rubber modification mechanism. Results show that CRMB binders have superior rutting and thermal cracking resistance due to rubber modification. The improvement of high- or low-temperature performance is more prominent at higher rubber concentrations. The effects of warm-mix additives on the rutting and thermal cracking performance are different. Generally, the wax-based additive improves the rutting resistance but negatively affects the low-temperature performance. In contrast, the chemical-based additive has an opposite effect except for the high-temperature performance of neat bitumen. The stiffening of the bitumen phase and the contribution of swollen rubber particles in the bitumen matrix together contribute to the peculiar viscoelastic response of CRMB, i.e., stiffer/softer and more elastic at high/low temperatures. This modification mechanism explains the superior rutting and thermal cracking performance of CRMB.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of transportation engineering. Part B : Pavements, Dec. 2021, v. 147, no. 4, 4021067en_US
dcterms.isPartOfJournal of transportation engineering. Part B : Pavementsen_US
dcterms.issued2021-12-
dc.identifier.scopus2-s2.0-85116569952-
dc.identifier.eissn2573-5438en_US
dc.identifier.artn4021067en_US
dc.description.validate202303 bcfc-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0060-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS57077839-
dc.description.oaCategoryGreen (AAM)en_US
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