Evaluating the Impact of Industrial Waste Incorporation on the Brittleness of Warm Mix Asphalt (WMA)

UDC.coleccionInvestigación
UDC.conferenceTitleInternational Conference on Maintenance and Rehabilitation of Pavements - MAIREPAV 2024
UDC.departamentoEnxeñaría Civil
UDC.endPage476
UDC.grupoInvGrupo de Estradas, Xeotecnia e Materiais (CGM)
UDC.institutoCentroCITEEC - Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civil
UDC.startPage469
UDC.volumeLNCE, v. 523
dc.contributor.authorDel-Valle-Corte, Jorge
dc.contributor.authorOrosa, Pablo
dc.contributor.authorPasandín, A.R.
dc.contributor.authorPérez Pérez, Ignacio
dc.contributor.authorFerro, S.
dc.date.accessioned2026-06-23T15:55:58Z
dc.date.available2026-06-23T15:55:58Z
dc.date.issued2024
dc.descriptionPresented at: MAIREPAV 2024, the 10th International Conference on Maintenance and Rehabilitation of Pavements, 24-26 July Guimarães, Portugal. Part of the book series: Lecture Notes in Civil Engineering (LNCE, volume 523). This is the Accepted Manuscript of the book chapter; it has been accepted for publication, after peer review and is subject to Springer Nature’s AM terms of use, but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/978-3-031-63584-7_45.
dc.description.abstract[Abstract]: To promote the circular economy and the sustainable pavement construction, the feasibility of using three industrial wastes for the manufacture of warm mix asphalt (WMA) has been analyzed. The first WMA used 5% of industrial waste rich in lignin biopolymer from the wood hardboard as a bitumen partial substitute. In the second WMA, 50% of natural filler was replaced by waste biomass fly ashes from the paper industry. The third WMA substituted the 100% natural filler with waste ground granulated blast furnace slag from the steel production. Additionally, a control WMA was studied. The peak load and the strain-at-failure have been analyzed based on the results from indirect tensile strength (ITS) tests. The peak load was used as the main parameter to study the WMA’s brittleness. The WMA produced with 100% ground granulated blast furnace slag exhibited superior performance in terms of brittleness than the control mixture due to a higher breaking displacement, leading to a better cracking performance.
dc.description.sponsorshipThe IWABIMIX research project was funded by Alcoa Foundation under grant number 223317.
dc.identifier.citationDel-Valle-Corte, J., Orosa, P., Pasandín, A.R., Pérez, I., Ferro, S. (2024). Evaluating the Impact of Industrial Waste Incorporation on the Brittleness of Warm Mix Asphalt (WMA). In: Pereira, P., Pais, J. (eds) Proceedings of the 10th International Conference on Maintenance and Rehabilitation of Pavements. MAIREPAV 2024. Lecture Notes in Civil Engineering, vol 523. Springer, Cham. https://doi.org/10.1007/978-3-031-63584-7_45
dc.identifier.doi10.1007/978-3-031-63584-7_45
dc.identifier.isbn978-3-031-63583-0
dc.identifier.isbn978-3-031-63584-7
dc.identifier.issn2366-2565
dc.identifier.issn2366-2557
dc.identifier.urihttps://hdl.handle.net/2183/48646
dc.language.isoeng
dc.publisherSpringer
dc.relation.urihttps://doi.org/10.1007/978-3-031-63584-7_45
dc.rights© 2024 The Author(s), under exclusive license to Springer Nature Switzerland AG.
dc.rights.accessRightsopen access
dc.subjectWarm Mix Asphalt
dc.subjectBrittleness
dc.subjectStrain-at-failure
dc.subjectIndustrial Waste
dc.subjectFiller
dc.subjectBitumen Replacement
dc.titleEvaluating the Impact of Industrial Waste Incorporation on the Brittleness of Warm Mix Asphalt (WMA)
dc.typeconference output
dspace.entity.typePublication
relation.isAuthorOfPublicationcbe54c40-cb1a-46f6-bd53-60f1b41df7d7
relation.isAuthorOfPublicationae8009ce-ee07-45e8-97cc-42019b86aace
relation.isAuthorOfPublication58ff9381-054f-4d51-b9eb-603417f0d262
relation.isAuthorOfPublication.latestForDiscoveryae8009ce-ee07-45e8-97cc-42019b86aace

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