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    Estimation of Chloride Diffusion Coefficient and Tortuosity Factor for Mudstone

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author:
    F. S. Barone
    ,
    R. K. Rowe
    ,
    R. M. Quigley
    DOI: 10.1061/(ASCE)0733-9410(1992)118:7(1031)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental estimation of the chloride diffusion coefficient and the corresponding tortuosity factor for a saturated, intact mudstone is described. Laboratory tests simulating one‐dimensional diffusive transport are performed by placing distilled water directly above Bison mudstone specimens having high chloride porewater concentrations. Chloride and other species naturally occurring in the pore water are then permitted to diffuse out of the sample and into the distilled water reservoir for a period of up to 34 days. At the end of the test, the sample is sectioned, and the chloride pore water concentration profile is measured. Fickian diffusion theory is then used to deduce the chloride diffusion coefficient. The diffusion coefficient at a temperature of 10° C ranges from 1.5 to
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      Estimation of Chloride Diffusion Coefficient and Tortuosity Factor for Mudstone

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/21081
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    • Journal of Geotechnical Engineering

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    contributor authorF. S. Barone
    contributor authorR. K. Rowe
    contributor authorR. M. Quigley
    date accessioned2017-05-08T20:36:34Z
    date available2017-05-08T20:36:34Z
    date copyrightJuly 1992
    date issued1992
    identifier other%28asce%290733-9410%281992%29118%3A7%281031%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21081
    description abstractAn experimental estimation of the chloride diffusion coefficient and the corresponding tortuosity factor for a saturated, intact mudstone is described. Laboratory tests simulating one‐dimensional diffusive transport are performed by placing distilled water directly above Bison mudstone specimens having high chloride porewater concentrations. Chloride and other species naturally occurring in the pore water are then permitted to diffuse out of the sample and into the distilled water reservoir for a period of up to 34 days. At the end of the test, the sample is sectioned, and the chloride pore water concentration profile is measured. Fickian diffusion theory is then used to deduce the chloride diffusion coefficient. The diffusion coefficient at a temperature of 10° C ranges from 1.5 to
    publisherAmerican Society of Civil Engineers
    titleEstimation of Chloride Diffusion Coefficient and Tortuosity Factor for Mudstone
    typeJournal Paper
    journal volume118
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1992)118:7(1031)
    treeJournal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 007
    contenttypeFulltext
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