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    Influence of Mineral Admixtures on the Electrochemical Realkalization of Carbonated Concrete

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author:
    Zhenghao Zou
    ,
    Jin Wu
    ,
    Wei Yu
    ,
    Zhe Wang
    DOI: 10.1061/(ASCE)MT.1943-5533.0001981
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of research on the electrochemical realkalization (ER) of carbonated concrete with fly ash and slag. The results show that the realkalization depth in concrete increases with an increase in the fly ash content and slag content. The carbonation resistance of realkalized concrete is lower than that of unrealkalized concrete and decreases with an increase in the fly ash and slag content in the concrete. The influence of fly ash on carbonation resistance is similar to that of slag. The maximum shear stress between the carbonated concrete and rebar decreases with an increase in the mineral admixtures regardless of realkalization or unrealkalization, and the influence of the fly ash on the bond behavior is greater than that of the slag.
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      Influence of Mineral Admixtures on the Electrochemical Realkalization of Carbonated Concrete

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    contributor authorZhenghao Zou
    contributor authorJin Wu
    contributor authorWei Yu
    contributor authorZhe Wang
    date accessioned2017-12-16T09:02:03Z
    date available2017-12-16T09:02:03Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001981.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237669
    description abstractThis paper presents the results of research on the electrochemical realkalization (ER) of carbonated concrete with fly ash and slag. The results show that the realkalization depth in concrete increases with an increase in the fly ash content and slag content. The carbonation resistance of realkalized concrete is lower than that of unrealkalized concrete and decreases with an increase in the fly ash and slag content in the concrete. The influence of fly ash on carbonation resistance is similar to that of slag. The maximum shear stress between the carbonated concrete and rebar decreases with an increase in the mineral admixtures regardless of realkalization or unrealkalization, and the influence of the fly ash on the bond behavior is greater than that of the slag.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Mineral Admixtures on the Electrochemical Realkalization of Carbonated Concrete
    typeJournal Paper
    journal volume29
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001981
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    contenttypeFulltext
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