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    Modeling Electrokinetic Nanoparticle Penetration for Permeability Reduction of Hardened Cement Paste

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
    Author:
    Henry E. Cardenas
    ,
    Leslie J. Struble
    DOI: 10.1061/(ASCE)0899-1561(2008)20:11(683)
    Publisher: American Society of Civil Engineers
    Abstract: Electrokinetic nanoparticle treatments have been demonstrated to reduce the permeability of hardened cement paste by orders of magnitude. The origin of this approach stems from the tendency of particles to flocculate and precipitate when they make contact with pore fluid. The feasibility of a given treatment application is dependent upon the transport properties of the particle and of the cement paste. It is theorized that this process causes particles to fill the initial sections of pores to a large extent before further penetration is achieved. In this work a model was developed to predict the rate of penetration of a given nanoparticle treatment using the principle of superposition to combine the influence of electrophoresis, electroosmosis, and hydraulic flow. The model finds the penetration depth by dividing the net transport rate by the effective number of degrees of freedom in the pore system and multiplying by the treatment time. The model was found to compare well with experimental results, both for predicting if a penetration is possible and for predicting the extent of penetration.
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      Modeling Electrokinetic Nanoparticle Penetration for Permeability Reduction of Hardened Cement Paste

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/46381
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    contributor authorHenry E. Cardenas
    contributor authorLeslie J. Struble
    date accessioned2017-05-08T21:18:28Z
    date available2017-05-08T21:18:28Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%290899-1561%282008%2920%3A11%28683%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46381
    description abstractElectrokinetic nanoparticle treatments have been demonstrated to reduce the permeability of hardened cement paste by orders of magnitude. The origin of this approach stems from the tendency of particles to flocculate and precipitate when they make contact with pore fluid. The feasibility of a given treatment application is dependent upon the transport properties of the particle and of the cement paste. It is theorized that this process causes particles to fill the initial sections of pores to a large extent before further penetration is achieved. In this work a model was developed to predict the rate of penetration of a given nanoparticle treatment using the principle of superposition to combine the influence of electrophoresis, electroosmosis, and hydraulic flow. The model finds the penetration depth by dividing the net transport rate by the effective number of degrees of freedom in the pore system and multiplying by the treatment time. The model was found to compare well with experimental results, both for predicting if a penetration is possible and for predicting the extent of penetration.
    publisherAmerican Society of Civil Engineers
    titleModeling Electrokinetic Nanoparticle Penetration for Permeability Reduction of Hardened Cement Paste
    typeJournal Paper
    journal volume20
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2008)20:11(683)
    treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 011
    contenttypeFulltext
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