Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116658
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorSheng, Wen_US
dc.creatorWang, Den_US
dc.creatorCheng, Hen_US
dc.creatorYang, Ren_US
dc.creatorWang, Yen_US
dc.date.accessioned2026-01-12T00:44:30Z-
dc.date.available2026-01-12T00:44:30Z-
dc.identifier.issn0950-0618en_US
dc.identifier.urihttp://hdl.handle.net/10397/116658-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.subjectAbrasion resistanceen_US
dc.subjectPavement texturesen_US
dc.subjectSkid resistanceen_US
dc.subjectSurface topographyen_US
dc.titleJoint improvements of skid and abrasion resistance of concrete pavements through manufactured micro- and macro-texturesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume487en_US
dc.identifier.doi10.1016/j.conbuildmat.2025.142033en_US
dcterms.abstractPavement surface texture is crucial for skid and abrasion resistance, influencing traffic safety throughout a roadway's lifespan. Traditional texturing methods often yield random patterns, hindering consistent high-performance textures. However, 3D printing technology enables the creation of custom, precise, and uniform textures on concrete pavements. This study evaluated 26 3D-printed concrete pavement texture configurations for their skid and abrasion resistance and their relationships with surface topography and materials. Results show that micro-texture wavelengths of 125.6–500 μm significantly impact both low-speed and high-speed friction, while wavelengths of 62.8–125.6 μm are vital for high-speed friction. Additionally, appropriate aggregates like emery enhance skid and abrasion resistance, improving the performance of these manufactured textures.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationConstruction and building materials, 15 Aug. 2025, v. 487, 142033en_US
dcterms.isPartOfConstruction and building materialsen_US
dcterms.issued2025-08-15-
dc.identifier.scopus2-s2.0-105007020665-
dc.identifier.eissn1879-0526en_US
dc.identifier.artn142033en_US
dc.description.validate202601 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000674/2025-11-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe research work presented in this paper was supported by the National Key R&D Program of China (No. 2023YFE0202400) , the Innovation and Technology Commission (ITC ) of Hong Kong (Project No. MHP/150/22 ) and the Research Grants Council of Hong Kong (Project no. R5007\u201318) . This research was also supported by the Research Centre for Nature-based Urban Infrastructure Solutions at The Hong Kong Polytechnic University .en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-08-15en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-08-15
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