Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116632
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWeng, Zen_US
dc.creatorLeng, Zen_US
dc.creatorLi, Yen_US
dc.creatorLiu, Cen_US
dc.creatorWu, Den_US
dc.creatorDu, Yen_US
dc.date.accessioned2026-01-08T01:23:34Z-
dc.date.available2026-01-08T01:23:34Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/116632-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectEvolution patternen_US
dc.subjectField testen_US
dc.subjectLaboratory abrasion testen_US
dc.subjectLaser intensityen_US
dc.subjectPavement reflectivityen_US
dc.titleTire abrasion induced patterns of pavement reflectivity characteristics from lab to fielden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume489en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.142222en_US
dcterms.abstractPavement reflectivity is a critical parameter that characterizes a pavement surface's capacity to reflect solar radiation. This property is fundamentally associated with environmental challenges, particularly urban heat island effects. However, the distribution pattern of reflectivity and its decay behavior remain unclear due to the lack of rapid, large-scale sensing methods. This study aims to characterise the reflective features derived from laser-scanned data and investigate the abrasion-induced evolution patterns through laboratory and field tests. Statistical indicators and two-term Gaussian fits were proposed to describe the distribution of reflectance intensity. The M<inf>weighted</inf> was selected as the primary indicator due to its strong consistency and linear correlation with optical reflectivity measurements (R2=0.908). Indoor and outdoor controlled experiments were designed to continuously track the reflectance decay under abrasion. In the laboratory test, a 1/3-scale Model Mobile Load Simulator was used to simulate tire abrasion on stone matrix asphalt (SMA) pavements. The results revealed a linear trend indicating that the pavement reflectivity increases with the progression of abrasion. In the field test, samples were collected from the left, right, and non-wheel tracks of eight expressway sections before and after preventive maintenance. The results show that the reflectivity of pavement tends to increase progressively in the early service time. The reflectivities of wheel tracks were lower than those of non-wheel tracks on the old road but higher than those on the newly paved road. This study paved the way for rapid and long-term assessment of pavement reflectivity, supporting research on cool and reflective pavements.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 29 Aug. 2025, v. 489, 142222en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-08-29-
dc.identifier.scopus2-s2.0-105007596828-
dc.identifier.eissn1879-0526en_US
dc.identifier.artn142222en_US
dc.description.validate202601 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000652/2025-11-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis study was supported in part by the Otto Poon Research Institute for Climate-Resilient Infrastructure ( RICRI ) Funding Scheme (N-ZH8U) and Carbon Neutrality Funding Scheme of PolyU (1-WZ7P), and National Natural Science Foundation of China ( 52472327 , 52372305 ).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-08-29en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-08-29
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