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    Swelling parameters of clayey soils

    New search for: Meschyan, S. R.

    Abstract The behavior of swelling soils subject to unidirectional deformation is discussed. Determination of swelling parameters by the method of single-specimen testing is proposed.

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    Swelling parameters of clayey soils

    New search for: Meschyan, S. R.

    Abstract The behavior of swelling soils subject to unidirectional deformation is discussed. Determination of swelling parameters by the method of single-specimen testing is proposed.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Swelling parameters of clayey soils

    New search for: Meschyan, S. R.

    Abstract The behavior of swelling soils subject to unidirectional deformation is discussed. Determination of swelling parameters by the method of single-specimen testing is proposed.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

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    Document information
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    Document information
    Title:

    Swelling parameters of clayey soils

    Contributors:

    Meschyan, S. R. (author)

    Published in:

    Soil Mechanics and Foundation Engineering ; 43

    Publication date:

    2006

    ISSN:

    0038-0741

    DOI:

    https://doi.org/10.1007/s11204-006-0022-6

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Void Ratio , Clayey Soil , Compaction , Initial Moisture Content , Soil Specimen

    Classification:

    Local classification TIB:  770/6545/8000
    BKL:  56.20 Ingenieurgeologie, Bodenmechanik

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