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dc.contributor.authorForoutan Mirhosseini, Seyed Ali
dc.contributor.authorTahami, Amid
dc.contributor.authorHoff, Inge
dc.contributor.authorDessouky, Samer
dc.contributor.authorKavussi, Amir
dc.contributor.authorFuentes, Luis
dc.contributor.authorWalubita, Lubinda
dc.date.accessioned2021-10-22T08:42:49Z
dc.date.available2021-10-22T08:42:49Z
dc.date.created2020-09-27T15:26:15Z
dc.date.issued2020
dc.identifier.citationJournal of materials in civil engineering. 2020, 32 (12), .en_US
dc.identifier.issn0899-1561
dc.identifier.urihttps://hdl.handle.net/11250/2824921
dc.description.abstractWarm-mix asphalt (WMA) technology and recycling of asphalt pavement, i.e., reclaimed asphalt pavement (RAP), have been becoming more popular in recent years due to their economic and environmental benefits. Similarly, bio-oil rejuvenators seem to be a viable solution when the usage of high percentages of RAP is desired. However, employing a high percentage of RAP in WMA using bio-oil rejuvenator remains very limited. This experimental study investigates the use of high percentages of RAP (i.e., up to 90%) in WMA using bio-oil rejuvenator. To this end, rheological tests including rotational viscosity (RV), multiple stress creep recovery (MSCR), and linear amplitude sweep (LAS) were carried out on different combinations of binders. Wheel tracking (rutting), indirect tensile stiffness modulus (ITSM), four-point bending beam fatigue, and moisture susceptibility tests were performed to evaluate the performance of the asphalt mixtures containing different binders. Test results demonstrated that the asphalt mixture with 90% RAP and a bio-oil rejuvenator had 37% higher fatigue life and 4% improvement in moisture resistance.en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Civil Engineers (ASCE)en_US
dc.titlePerformance Characterization of Warm-Mix Asphalt Containing High Reclaimed-Asphalt Pavement with Bio-Oil Rejuvenatoren_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderThe published version of the article will not be available due to copyright restrictions by American Society of Civil Engineersen_US
dc.source.pagenumber12en_US
dc.source.volume32en_US
dc.source.journalJournal of materials in civil engineeringen_US
dc.source.issue12en_US
dc.identifier.doi10.1061/(ASCE)MT.1943-5533.0003481
dc.identifier.cristin1833836
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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