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dc.contributor.authorFeng De-cheng
dc.contributor.authorXu Meng
dc.contributor.authorWei Wen-ding
dc.date.accessioned2017-05-08T22:08:29Z
dc.date.available2017-05-08T22:08:29Z
dc.date.copyrightJune 2014
dc.date.issued2014
dc.identifier.other32398147.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/72159
dc.description.abstractBased on surface energy theory, the surface energy parameters of SBS asphalt and cement concrete with different moisture contents are measured by the column wicking technique and the sessile drop method. Furthermore, the adhesion between cement concrete and SBS asphalt with different moisture contents is analyzed by calculating adhesion work. Then, the interlamination adhesive performance with different moisture contents is verified. The results indicate that (1) the adhesion work hit the maximum when moisture content is 0%, and the adhesion work decreases gradually as moisture content increases; (2) as moisture content decreases, the debond resistance performance of the waterproof adhesive layer improves, when the moisture content is 0.5%, the interlamination adhesive performance is insensitive to moisture content; (3) as moisture content decreases, the shear strength of waterproof adhesive layer on the bridge deck also improves, but the increment is not obvious after moisture contents is under 1.0%.
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalysis of the Influence of Cement Concrete Deck Moisture Content on the Bonding Performance of Waterproof Adhesion Layer
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000377
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
dc.contenttypeFulltext


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