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dc.contributor.authorWang Ji-liang
dc.contributor.authorShen Li-tao
dc.contributor.authorNiu Kai-min
dc.date.accessioned2017-05-08T22:08:36Z
dc.date.available2017-05-08T22:08:36Z
dc.date.copyrightJune 2014
dc.date.issued2014
dc.identifier.other32756199.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/72211
dc.description.abstractThe single-side salt-freeze test was used to optimize the concrete mix design for improving the resistance of concrete to salt scaling. The results show that the resistance of concrete to salt scaling improves with decreasing water-cement ratio and increasing air content. Addition of silica fume also improves the resistance of concrete to salt scaling relative to fly ash, ground granulated blast-furnace slag, and other silica fume. To enhance the resistance to salt scaling of concrete pavements, the water- cement ratio should be less than 0.4, the air content higher than 3.8%, and the cementitious materials-aggregate ratio is
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on the Salt Scaling Resistance of Pavement Cement Concrete
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.0000373
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
dc.contenttypeFulltext


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