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    Investigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author:
    Jangguen Lee
    ,
    Patrick J. Fox
    ,
    John J. Lenhart
    DOI: 10.1061/(ASCE)GT.1943-5606.0000047
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of the effect of clay consolidation on parameters that govern the advective-dispersive transport of an inorganic solute. Batch, diffusion, dispersion, and solute transport tests were conducted using kaolinite clay and dilute solutions of potassium bromide (KBr). Batch tests produced the highest levels of
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      Investigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61824
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    contributor authorJangguen Lee
    contributor authorPatrick J. Fox
    contributor authorJohn J. Lenhart
    date accessioned2017-05-08T21:46:20Z
    date available2017-05-08T21:46:20Z
    date copyrightSeptember 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000061.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61824
    description abstractThis paper presents an experimental investigation of the effect of clay consolidation on parameters that govern the advective-dispersive transport of an inorganic solute. Batch, diffusion, dispersion, and solute transport tests were conducted using kaolinite clay and dilute solutions of potassium bromide (KBr). Batch tests produced the highest levels of
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Consolidation-Induced Solute Transport. I: Effect of Consolidation on Transport Parameters
    typeJournal Paper
    journal volume135
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000047
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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