Assessing Moisture Damage Resistance in Warm Mix Asphalt Utilizing Industrial Waste

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UDC.coleccionInvestigación
UDC.departamentoEnxeñaría Civil
UDC.endPage334
UDC.grupoInvGrupo de Estradas, Xeotecnia e Materiais (CGM)
UDC.inbookTitleBituminous Mixtures and Pavements
UDC.startPage328
UDC.volumeVIII
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.accessioned2026-06-22T16:45:43Z
dc.date.available2026-06-22T16:45:43Z
dc.date.issued2024
dc.descriptionThis is an Accepted Manuscript version of the following paper: Del-Valle-Corte, J., Orosa, P., Pasandín, A. R., Pérez, I., & Ferro, S. (2024). Assessing moisture damage resistance in warm mix asphalt utilizing industrial waste. In Bituminous Mixtures and Pavements VIII (pp. 328-334). CRC Press. https://doi.org/10.1201/9781003402541-39. It is deposited under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives License (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is properly cited, and is not altered, transformed, or built upon in any way.
dc.description.abstract[Abstract]: The feasibility of employing various industrial wastes to manufacture warm mix asphalt (WMA) has been evaluated under the principles of the circular economy. In this regard, three industrial wastes have been chosen: ground granulated blast furnace slag (GGBFS) from the steel industry, biomass fly ashes (FA) from the paper industry, and waste rich in the lignin biopolymer (LB) from the wood industry. The indirect tensile strength (ITS) test after water conditioning has been used to assess the moisture damage resistance of WMA for the base course of road pavements. The moisture damage resistance of a control mix has been compared to that of mixes made with industrial waste. Also, the volumetric properties of the mixes were obtained. According to the findings, WMA manufactured with GGBFS, FA, and LB exhibited adequate moisture damage resistance at an optimum bitumen content of 4.0%, matching or improving the performance of the control mix.
dc.description.sponsorshipThe authors would like to thank Alcoa Foundation for financing the IWABIMIX research project through the grant number 223317.
dc.identifier.citationDel-Valle-Corte, J., Orosa, P., Pasandín, A. R., Pérez, I., & Ferro, S. (2024). Assessing moisture damage resistance in warm mix asphalt utilizing industrial waste. In Bituminous Mixtures and Pavements VIII (pp. 328-334). CRC Press. https://doi.org/10.1201/9781003402541-39.
dc.identifier.doi10.1201/9781003402541-39
dc.identifier.isbn9781032514949
dc.identifier.urihttps://hdl.handle.net/2183/48628
dc.language.isoeng
dc.publisherCRC Press
dc.relation.urihttps://doi.org/10.1201/9781003402541-39
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationalen
dc.rights.accessRightsopen access
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectIndustrial waste
dc.subjectMoisture damage resistance
dc.subjectWarm mix asphalt (WMA)
dc.titleAssessing Moisture Damage Resistance in Warm Mix Asphalt Utilizing Industrial Waste
dc.typebook part
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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