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    Failure of Pore‐Water Analyses for Dispersion

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    C. Douglas Craft
    ,
    Raymond G. Acciardi
    DOI: 10.1061/(ASCE)0733-9410(1984)110:4(459)
    Publisher: American Society of Civil Engineers
    Abstract: The method of Sherard, et al., where soil saturation extract cation data are plotted on a percent sodium versus TDS (total dissolved solids in milliequivalents per liter) graph to classify clayey soils as dispersive or nondispersive, is applied to 223 soil samples from six different soil groups. The method exhibited poor overall agreement with physical test results. These data were subsequently evaluated using analysis of variance and discriminant analysis (a multivariate classification technique) which indicated that each soil group exhibits unique classification criteria based on pore‐water cation data. It appears that, for most soil groups in this study, pore‐water cation data do not provide adequate identification of dispersive and nondispersive clay soils. Reasons for the observed lack of agreement between pore‐water data and physical tests are reviewed and suggestions for further research are presented.
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      Failure of Pore‐Water Analyses for Dispersion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19556
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    contributor authorC. Douglas Craft
    contributor authorRaymond G. Acciardi
    date accessioned2017-05-08T20:33:36Z
    date available2017-05-08T20:33:36Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A4%28459%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19556
    description abstractThe method of Sherard, et al., where soil saturation extract cation data are plotted on a percent sodium versus TDS (total dissolved solids in milliequivalents per liter) graph to classify clayey soils as dispersive or nondispersive, is applied to 223 soil samples from six different soil groups. The method exhibited poor overall agreement with physical test results. These data were subsequently evaluated using analysis of variance and discriminant analysis (a multivariate classification technique) which indicated that each soil group exhibits unique classification criteria based on pore‐water cation data. It appears that, for most soil groups in this study, pore‐water cation data do not provide adequate identification of dispersive and nondispersive clay soils. Reasons for the observed lack of agreement between pore‐water data and physical tests are reviewed and suggestions for further research are presented.
    publisherAmerican Society of Civil Engineers
    titleFailure of Pore‐Water Analyses for Dispersion
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:4(459)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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