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dc.contributor.authorAsadi, Iman
dc.contributor.authorJacobsen, Stefan
dc.contributor.authorBaghban, Mohammad Hajmohammadian
dc.contributor.authorMagfouri, Mehdi
dc.contributor.authorHashemi, Mohammad
dc.date.accessioned2023-12-12T08:35:14Z
dc.date.available2023-12-12T08:35:14Z
dc.date.created2023-12-11T08:48:46Z
dc.date.issued2023
dc.identifier.issn2075-5309
dc.identifier.urihttps://hdl.handle.net/11250/3106978
dc.description.abstractThis study provides an overview of how phase change materials (PCMs) can improve the resistance of concrete pavement to freeze–thaw cycles and mitigate the urban heat island (UHI) effect. The investigation covers different types of PCMs and methods for integrating them into concrete pavement, as well as the mechanical properties and compressive strength of concrete pavement when employing various PCMs. Prior studies have identified porous aggregates, micro-encapsulation, and pipelines containing liquid PCM as common approaches for PCM integration. Researchers have observed that the utilization of PCMs in concrete pavement yields favorable thermal properties, suggesting the potential for anti-freezing and UHI mitigation applications. However, the choice of PCM materials should be informed by local climate conditions.en_US
dc.language.isoengen_US
dc.publisherMDPIen_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.titleReviewing the Potential of Phase Change Materials in Concrete Pavements for Anti-Freezing Capabilities and Urban Heat Island Mitigationen_US
dc.title.alternativeReviewing the Potential of Phase Change Materials in Concrete Pavements for Anti-Freezing Capabilities and Urban Heat Island Mitigationen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.volume13en_US
dc.source.journalBuildingsen_US
dc.source.issue12en_US
dc.identifier.doi10.3390/buildings13123072
dc.identifier.cristin2211470
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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