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contributor authorWang Ji-liang
contributor authorShen Li-tao
contributor authorNiu Kai-min
date accessioned2017-05-08T22:08:36Z
date available2017-05-08T22:08:36Z
date copyrightJune 2014
date issued2014
identifier other32756199.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72211
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
publisherAmerican Society of Civil Engineers
titleStudy on the Salt Scaling Resistance of Pavement Cement Concrete
typeJournal Paper
journal volume8
journal issue2
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000373
treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
contenttypeFulltext


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