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    Study on the Salt Scaling Resistance of Pavement Cement Concrete

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
    Author:
    Wang Ji-liang
    ,
    Shen Li-tao
    ,
    Niu Kai-min
    DOI: 10.1061/JHTRCQ.0000373
    Publisher: American Society of Civil Engineers
    Abstract: The 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
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      Study on the Salt Scaling Resistance of Pavement Cement Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72211
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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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    DSpace software copyright © 2002-2015  DuraSpace
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