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    Recovery from Sulfate Attack in Concrete via Electrokinetic Nanoparticle Treatment

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author:
    Henry Cardenas
    ,
    Kunal Kupwade-Patil
    ,
    Sven Eklund
    DOI: 10.1061/(ASCE)MT.1943-5533.0000255
    Publisher: American Society of Civil Engineers
    Abstract: Microstructural damage induced by sulfate attack in concrete is a cause of primary concern in building foundations and other structures. Most research focuses on prevention. In contrast, the concept of damage recovery has not received significant attention. Studies were conducted using alumina-coated-silica nanoparticles to facilitate an electrochemical recovery of strength. Treatments were applied to extract sulfates while the nanoparticles were being injected. Initial sodium sulfate exposure on cylindrical concrete specimens was conducted for a period of 30 days. This exposure induced body cracking and microstructural damage. The specimens were subjected to electrokinetic treatment using a constant current density of
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      Recovery from Sulfate Attack in Concrete via Electrokinetic Nanoparticle Treatment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66610
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    contributor authorHenry Cardenas
    contributor authorKunal Kupwade-Patil
    contributor authorSven Eklund
    date accessioned2017-05-08T21:55:26Z
    date available2017-05-08T21:55:26Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000287.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66610
    description abstractMicrostructural damage induced by sulfate attack in concrete is a cause of primary concern in building foundations and other structures. Most research focuses on prevention. In contrast, the concept of damage recovery has not received significant attention. Studies were conducted using alumina-coated-silica nanoparticles to facilitate an electrochemical recovery of strength. Treatments were applied to extract sulfates while the nanoparticles were being injected. Initial sodium sulfate exposure on cylindrical concrete specimens was conducted for a period of 30 days. This exposure induced body cracking and microstructural damage. The specimens were subjected to electrokinetic treatment using a constant current density of
    publisherAmerican Society of Civil Engineers
    titleRecovery from Sulfate Attack in Concrete via Electrokinetic Nanoparticle Treatment
    typeJournal Paper
    journal volume23
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000255
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    contenttypeFulltext
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