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dc.contributor.authorSalvo Ulloa, David Fracisco
dc.contributor.authorIndacoechea Vega, Irune 
dc.contributor.authorOssio, Felipe
dc.contributor.authorCastro Fresno, Daniel 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2025-05-15T14:22:52Z
dc.date.available2025-05-15T14:22:52Z
dc.date.issued2025
dc.identifier.issn2666-7908
dc.identifier.otherPID2022-137781OB-I00es_ES
dc.identifier.urihttps://hdl.handle.net/10902/36383
dc.description.abstractPhase change materials (PCMs) have emerged as a solution to control the in-service temperature of asphalt pavement, minimizing pavement distress and mitigating the effects of the Urban Heat Island (U.H.I.). This review article provides a comprehensive analysis of the critical factors for selecting, incorporating and evaluating a PCM for asphalt mixtures. It explores the types of existing PCMs (organic, inorganic and eutectic) and the methodologies of incorporation into the asphalt mixture according to the PCM format (direct incorporation, carrier materials or encapsulation) and the moment in which it is combined in the asphalt mixture (wet or dry process). It also emphasizes the importance of performing thermal and mechanical tests to verify the properties of the PCM and the impact on the asphalt mixture, together with the conditions under which the PCM is exposed during manufacture, compaction and commissioning of asphalt mixture for a correct selection of the PCM. The results of this review reflect that the most investigated PCM for an asphalt mixture is polyethylene glycol (PEG) and the format of use of PEG has been two carrier materials, SiO2 and Polyacrylamide, while the most used combination in asphalt mixture is the addition of PCM to bitumen before mixing with aggregates. Finally, this review shows that the temperature reduction ranges from 1.5 °C to 10.5 °C and it is noteworthy there is no single solution on the use of a PCM in the asphalt mixture, since it depends on the purpose and the effect to be generated in the pavement.es_ES
dc.description.sponsorshipThis publication is part of the project Low3Road (Ref. PID2022-137781OB-I00) funded by MICIU/AEI/10.13039/501100011033 and by FEDER, EU. The authors acknowledge and thank these institutions.es_ES
dc.format.extent14 p.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rights© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/bync-nd/4.0/es_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceCleaner Engineering and Technology, 2025, 26, 100936es_ES
dc.subject.otherPhase change materials (PCM)es_ES
dc.subject.otherAsphalt mixturees_ES
dc.subject.otherTemperature controles_ES
dc.subject.otherThermal propertieses_ES
dc.subject.otherMechanical propertieses_ES
dc.titleCritical factors for the selection of phase change materials for asphalt mixtures: a systematic reviewes_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1016/j.clet.2025.100936es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1016/j.clet.2025.100936
dc.type.versionpublishedVersiones_ES


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© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/bync-nd/4.0/Excepto si se señala otra cosa, la licencia del ítem se describe como © 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/bync-nd/4.0/