Low-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems

dc.contributor.author	Mohsen A. Issa
dc.contributor.author	Mohammad A. Alhassan
dc.contributor.author	Hameed I. Shabila
dc.date.accessioned	2017-05-08T21:25:36Z
dc.date.available	2017-05-08T21:25:36Z
dc.date.copyright	July 2007
dc.date.issued	2007
dc.identifier.other	%28asce%291084-0702%282007%2912%3A4%28419%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/51034
dc.description.abstract	Plain and fibrous latex modified concrete and microsilica concrete overlays with acceptable laboratory strength and durability characteristics were installed on a full-scale prototype bridge deck for field performance evaluation. After
dc.publisher	American Society of Civil Engineers
dc.title	Low-Cycle Fatigue Testing of High-Performance Concrete Bonded Overlay–Bridge Deck Slab Systems
dc.type	Journal Paper
dc.journal.volume	12
dc.journal.issue	4
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2007)12:4(419)
dc.tree	Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 004
dc.contenttype	Fulltext