Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97997
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLi, Ten_US
dc.creatorGomez, NHCen_US
dc.creatorLu, Gen_US
dc.creatorLiang, Den_US
dc.creatorWang, Den_US
dc.creatorOeser, Men_US
dc.date.accessioned2023-04-06T07:18:07Z-
dc.date.available2023-04-06T07:18:07Z-
dc.identifier.urihttp://hdl.handle.net/10397/97997-
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.0000279.en_US
dc.subjectModification mechanismen_US
dc.subjectModified asphalten_US
dc.subjectPavement performanceen_US
dc.subjectPolyurethane precursor-based reactive modifieren_US
dc.titleUse of polyurethane precursor-based modifier as an eco-friendly approach to improve performance of asphalten_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume147en_US
dc.identifier.issue3en_US
dc.identifier.doi10.1061/JPEODX.0000279en_US
dcterms.abstractWith the rapid growth of traffic demands, the use of liquid chemical material instead of traditional modifier to prepare high-performance modified asphalt demonstrates dual values in environmental protection and performance improvement of pavement. The objective of this study is to assess the efficiency and reveal the modification mechanism of using a developed polyurethane precursor-based reactive modifier (PRM) in the preparation of polyurethane precursor-modified asphalt. The selected petroleum asphalts (60/80 pen grade) were modified at 1.5%, 2.5%, and 4% by weight. Samples of the base asphalt and PMA binders were characterized by dynamic shear rheometer, time sweep fatigue test, and single-edge notched beam tests. The modification mechanism was finally demonstrated by the fraction analysis, Fourier transform infrared spectroscopy, differential scanning calorimeter, atomic force microscopy, and fluorescence microscope. Owing to the presence of polar groups in neat asphalt, the use of PRM can be treated as a chemical method for the modification and it shows good compatibility with neat asphalt. The incorporation of PRM to the asphalt matrix can notably improve the high-temperature performance and fatigue resistance of asphalt. In addition, the PMA presents desirable low-temperature crack resistance and aging resistance. Considering the relatively low level of preparation temperature (145°C) and the huge improvement in high-temperature performance, the modification using PRM can be regarded as an environmentally friendly alternative for the production of polymer-modified asphalt, especially in high-temperature regions.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of transportation engineering. Part B : Pavements, Sept. 2021, v. 147, no. 3, 4021031en_US
dcterms.isPartOfJournal of transportation engineering. Part B : Pavementsen_US
dcterms.issued2021-09-
dc.identifier.scopus2-s2.0-85106695224-
dc.identifier.eissn2573-5438en_US
dc.identifier.artn4021031en_US
dc.description.validate202303 bcfc-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0186-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Key Research and Development Program of China; Natural Science Foundation of Heilongjiang Province of China; National Natural Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS51981642-
dc.description.oaCategoryGreen (AAM)en_US
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