Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene

dc.contributorAalto Universityen
dc.contributor.authorTušar, Marjanen_US
dc.contributor.authorPoulikakos, Lily D.en_US
dc.contributor.authorKakar, Muhammad Rafiqen_US
dc.contributor.authorPasquini, Emilianoen_US
dc.contributor.authorPasetto, Marcoen_US
dc.contributor.authorPorot, Laurenten_US
dc.contributor.authorWang, Dien_US
dc.contributor.authorCannone Falchetto, Augustoen_US
dc.contributor.authorCarter, Alanen_US
dc.contributor.authorOrozco, Gabrielen_US
dc.contributor.authorRiccardi, Chiaraen_US
dc.contributor.authorVasconcelos, Kamillaen_US
dc.contributor.authorVarveri, Aikaterinien_US
dc.contributor.authorJing, Ruxinen_US
dc.contributor.authorPinheiro, Gustavoen_US
dc.contributor.authorHernando, Daviden_US
dc.contributor.authorMikhailenko, Peteren_US
dc.contributor.authorStoop, Janen_US
dc.contributor.authorWouters, Lacyen_US
dc.contributor.authorMiljković, Miomiren_US
dc.contributor.authorOrešković, Markoen_US
dc.contributor.authorViscione, Nunzioen_US
dc.contributor.authorVeropalumbo, Rosaen_US
dc.contributor.authorSaboo, Nikhilen_US
dc.contributor.authorLachance-Tremblay, Éricen_US
dc.contributor.authorVaillancourt, Michelen_US
dc.contributor.authorBueche, Nicolasen_US
dc.contributor.authorDalmazzo, Davideen_US
dc.contributor.authorMoreno-Navarro, Fernandoen_US
dc.contributor.authorLo Presti, Davideen_US
dc.contributor.authorGiancontieri, Gaspareen_US
dc.contributor.departmentSlovenian National Building and Civil Engineering Instituteen_US
dc.contributor.departmentSwiss Federal Laboratories for Materials Science and Technologyen_US
dc.contributor.departmentUniversity of Padovaen_US
dc.contributor.departmentKraton Chemical B.V.en_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.departmentÉcole de technologie supérieureen_US
dc.contributor.departmentUniversity of Pisaen_US
dc.contributor.departmentUniversidade de São Pauloen_US
dc.contributor.departmentDelft University of Technologyen_US
dc.contributor.departmentUniversity of Antwerpen_US
dc.contributor.departmentUniversity of Nišen_US
dc.contributor.departmentUniversity of Belgradeen_US
dc.contributor.departmentUniversity of Naples Federico IIen_US
dc.contributor.departmentIndian institute of Technology Roorkeeen_US
dc.contributor.departmentBern University of Applied Sciencesen_US
dc.contributor.departmentPolytechnic University of Turinen_US
dc.contributor.departmentUniversity of Granadaen_US
dc.contributor.departmentUniversity of Palermoen_US
dc.descriptionPublisher Copyright: © 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.
dc.description.abstractRILEM TC-279 WMR task group TG 1 studied the performance of waste Polyethylene (PE) in bituminous binders and bituminous mixtures. Several laboratories participated in this study following a common protocol. Locally sources aggregates and bituminous binder and same source of waste PE were utilized. The binder experiments showed that at high temperatures, using MSCR tests, PE modified blends had better resistance to permanent deformation in comparison to the non modified binder. Whereas at intermediate temperatures, using the LAS tests, fatigue performance of the PE blends could withstand more loading cycles under low strains; however, it could sustain less loading cycles under high strains due to the increase in brittleness. Dry process was used for the mixture experiments in order to bypass the stability and inhomogeneity experience that was observed at the binder scale. The PE modified mixtures showed improved workability and increased strength. The higher the PE dosage, the higher the ITS increase with respect to the values measured for the control materials (i.e., without any plastic waste) thanks to the improved cohesion of the plastic modified mastic. The stiffness experiments tended to show an improved performance with a lower time dependence and a higher elasticity when plastic was added. The cyclic compression tests demonstrated a reduced creep rate along with a higher creep modulus thanks to the addition of PE; similar conclusions can be drawn from the experimental findings coming from wheel tracking test. Furthermore, acceptable and often improved moisture resistance was observed for PE modified materials.en
dc.description.versionPeer revieweden
dc.identifier.citationTušar , M , Poulikakos , L D , Kakar , M R , Pasquini , E , Pasetto , M , Porot , L , Wang , D , Cannone Falchetto , A , Carter , A , Orozco , G , Riccardi , C , Vasconcelos , K , Varveri , A , Jing , R , Pinheiro , G , Hernando , D , Mikhailenko , P , Stoop , J , Wouters , L , Miljković , M , Orešković , M , Viscione , N , Veropalumbo , R , Saboo , N , Lachance-Tremblay , É , Vaillancourt , M , Bueche , N , Dalmazzo , D , Moreno-Navarro , F , Lo Presti , D & Giancontieri , G 2023 , Bituminous Binder and Bituminous Mixture Modified with Waste Polyethylene . in Valorisation of Waste and Secondary Materials for Roads . RILEM State-of-the-Art Reports , vol. 38 , Springer , pp. 7-35 .
dc.identifier.otherPURE UUID: bae45977-101d-480e-870b-5f806d187114en_US
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dc.relation.ispartofseriesValorisation of Waste and Secondary Materials for Roadsen
dc.relation.ispartofseriesRILEM State-of-the-Art Reportsen
dc.relation.ispartofseriesVolume 38en
dc.subject.keywordBituminous mixtureen_US
dc.titleBituminous Binder and Bituminous Mixture Modified with Waste Polyethyleneen
dc.typeA3 Kirjan tai muun kokoomateoksen osafi