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    A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil

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    A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil

    Access

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    A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil

    Access

    Access via TIB
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    Access

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    Document information
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    Document information
    Title:

    A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil

    Contributors:

    Lewis, T. W. (author) / Smith, D. W. (author) / Culligan, P. J. / Einstein, H. H. / Whittle, A. J. / International Society for Soil Mechanics and Geotechnical Engineering

    Conference:

    Panamerican conference; 12th, Soil mechanics and geotechnical engineering ; 2003 ; Cambridge, MA

    Published in:

    Soil mechanics and geotechnical engineering ; 1589-1596

    PANAMERICAN CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING ; 2

    Publication date:

    2003-01-01

    Size:

    8 pages

    Remarks:

    Held in conjunction with the 39th U.S. Rock mechanics symposium

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    soil mechanics , geotechnical engineering , ISSMGE , PCSMGE , rock mechanics

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

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