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dc.contributor.authorAhmed, Noor Thamer
dc.contributor.authorHenning, Theunis F. P.
dc.contributor.authorJacobsen, Bernard
dc.contributor.authorWilson, Douglas J.
dc.date.accessioned2026-08-20T12:00:51Z
dc.date.available2026-08-20T12:00:51Z
dc.date.copyright2025/07/22
dc.date.issued2025
dc.identifier.otherJPEODX.PVENG-1612.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312972
dc.description.abstractAbstractFew countries are using the combination of thin asphalt surfaces on bound or unbound granular bases. Thick or full-depth asphalt pavements in smaller economies may be unaffordable, making thin asphalt surfaces a viable option. Given the ...Practical ApplicationsThe four-point bending beam fatigue test was completed to test thin (30 mm) and standard thickness beams (50 mm). There was no significant difference in fatigue resistance between standard-size beams and thin beams containing the ...
dc.publisherAmerican Society of Civil Engineers
dc.titleFatigue Resistance of Thin Fiber-Reinforced Surfacing Asphalt Mixes in Laboratory Conditions
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue4
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1612
dc.journal.fristpage04025038-1
dc.journal.lastpage04025038-15
dc.page15
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 004
dc.contenttypeFulltext


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