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    Electrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    Author:
    Zhendi Wang
    ,
    Qiang Zeng
    ,
    Ling Wang
    ,
    Yan Yao
    ,
    Kefei Li
    DOI: 10.1061/(ASCE)MT.1943-5533.0001042
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the electrical resistivity responses of saturated cement pastes undergoing cyclic freeze-thaw (F-T) action. An ordinary cement paste (OPC) and a blended paste (CS) containing ground granulated blast-furnace slag were used for the tests, and both pastes had water to binder ratios of 0.5. As the temperature decreases, the electrical resistivity increases. With increasing number of F-T cycles, the maximum electrical resistivity
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      Electrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action

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    contributor authorZhendi Wang
    contributor authorQiang Zeng
    contributor authorLing Wang
    contributor authorYan Yao
    contributor authorKefei Li
    date accessioned2017-05-08T22:21:01Z
    date available2017-05-08T22:21:01Z
    date copyrightJanuary 2015
    date issued2015
    identifier other42794034.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78376
    description abstractThis study presents the electrical resistivity responses of saturated cement pastes undergoing cyclic freeze-thaw (F-T) action. An ordinary cement paste (OPC) and a blended paste (CS) containing ground granulated blast-furnace slag were used for the tests, and both pastes had water to binder ratios of 0.5. As the temperature decreases, the electrical resistivity increases. With increasing number of F-T cycles, the maximum electrical resistivity
    publisherAmerican Society of Civil Engineers
    titleElectrical Resistivity of Cement Pastes Undergoing Cyclic Freeze-Thaw Action
    typeJournal Paper
    journal volume27
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001042
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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