Performance Evaluation of Warm Mix Asphalt Mixtures with Recycled Asphalt Pavement

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dc.contributor.authorSengoz, Burak
dc.contributor.authorTopal, Ali
dc.contributor.authorOner, Julide
dc.contributor.authorYilmaz, Mehmet
dc.contributor.authorDokandari, Peyman Aghazadeh
dc.contributor.authorKok, Baha Vural
dc.date.accessioned2026-08-12T17:17:04Z
dc.date.issued2017
dc.departmentFırat Üniversitesi
dc.description.abstractWarm mix asphalt (WMA) technology provides not only the production of asphalt pavement at a lower temperature than the temperature maintained in Hot Mix Asphalt (HMA) but also encourages the utilization of Recycled Asphalt Pavement (RAP) and therefore saves energy and nonrenewable resources as well as reduces emissions and fuel consumption. This paper describes the feasibility of utilizing four different WMA additives (organic, chemical, synthetic zeolite and natural zeolite) with different rates of RAP. Following the determination of optimum RAP content corresponding to each WMA additive, Marshall analysis, indirect tensile stiffness modulus and fatigue behavior of HMA and WMA involving RAP were analyzed and compared with control specimens. Hamburg wheel tracking device was also utilized to evaluate the permanent deformation characteristics of mixtures containing optimum RAP content.
dc.description.sponsorshipScientific and Technological Research Council of TURKEY (TUBITAK) [110M567]
dc.description.sponsorshipThis research was sponsored by the Scientific and Technological Research Council of TURKEY (TUBITAK) under the project number 110M567 for which the authors are greatly indebted. The findings and evaluations of the results of this study are not the official view of TUBITAK. The authors would also like to thank Republic of Turkey General Directorate of Highways and General Directorate of Research and Development that helped with rutting tests.
dc.identifier.doi10.3311/PPci.8498
dc.identifier.endpage127
dc.identifier.issn0553-6626
dc.identifier.issue1
dc.identifier.orcid0000-0003-0684-4880
dc.identifier.orcid0000-0002-2761-2598
dc.identifier.orcid0000-0002-7496-6006
dc.identifier.scopus2-s2.0-85006265342
dc.identifier.scopusqualityQ2
dc.identifier.startpage117
dc.identifier.urihttps://doi.org/10.3311/PPci.8498
dc.identifier.urihttps://hdl.handle.net/11508/52531
dc.identifier.volume61
dc.identifier.wosWOS:000398119500014
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherBudapest Univ Technology Economics
dc.relation.ispartofPeriodica Polytechnica-Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260511
dc.subjectwarm mix asphalt
dc.subjectrecycled asphalt pavement
dc.subjectindirect tensile stiffness modulus
dc.subjectfatigue behavior
dc.subjectHamburg wheel tracking device
dc.titlePerformance Evaluation of Warm Mix Asphalt Mixtures with Recycled Asphalt Pavement
dc.typeArticle

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