Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/110735
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorYang, Ben_US
dc.creatorLeng, Zen_US
dc.creatorJiang, Jen_US
dc.creatorLi, Ren_US
dc.creatorHan, Men_US
dc.date.accessioned2025-01-20T02:58:27Z-
dc.date.available2025-01-20T02:58:27Z-
dc.identifier.issn1468-0629en_US
dc.identifier.urihttp://hdl.handle.net/10397/110735-
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.subjectDurabilityen_US
dc.subjectMechanical performanceen_US
dc.subjectPorous asphalt (PA)en_US
dc.subjectSurface treatment (ST) emulsionen_US
dc.titleShort- and long-term mechanical performances of damaged porous asphalt mixture treated with asphalt emulsionen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.doi10.1080/14680629.2024.2364187en_US
dcterms.abstractPorous asphalt (PA) pavement usually has a short service life due to the ravelling distress. Spraying surface treatment (ST) asphalt emulsion could alleviate it. However, the effects of ST on the short- and long-term mechanical performances of PA mixture are unclear. Therefore, this study used repeated axial load test, indirect tensile fatigue test and indirect tensile cracking test to evaluate the rutting, fatigue and cracking resistances of damaged PA under different curing durations, respectively. Two curing temperatures, 25 and 60°C, were considered here. Results showed that the mechanical properties of ST treated PA were significantly improved in short-term. The durability of mechanical properties is good based on long-term observation data. The rutting resistance of treated PA was not compromised if the application rate of ST is well controlled. A high curing temperature could expedite recovery efficiency of damaged PA, but it was accompanied by faster aging, which cannot be ignored.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationRoad materials and pavement design, Published online: 11 Jun 2024, Latest Articles, https://doi.org/10.1080/14680629.2024.2364187en_US
dcterms.isPartOfRoad materials and pavement designen_US
dcterms.issued2024-
dc.identifier.eissn2164-7402en_US
dc.description.validate202501 bcchen_US
dc.description.oaNot applicableen_US
dc.identifier.FolderNumbera3358-
dc.identifier.SubFormID49981-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusEarly releaseen_US
dc.date.embargo2025-06-11en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2025-06-11
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