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    Effect of sample disturbance on triaxial and oedometer behaviour of a stiff and heavily overconsolidated clay

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    Effect of sample disturbance on triaxial and oedometer behaviour of a stiff and heavily overconsolidated clay

    New search for: Berre

    Access

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

    Effect of sample disturbance on triaxial and oedometer behaviour of a stiff and heavily overconsolidated clay

    New search for: Berre

    Access

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

    Access

    Access via TIB
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    Document information
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    Document information
    Title:

    Effect of sample disturbance on triaxial and oedometer behaviour of a stiff and heavily overconsolidated clay

    Contributors:

    Berre (author)

    Published in:

    Canadian geotechnical journal ; 51

    Publication date:

    2014

    ISSN:

    0008-3674

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    Unknown

    Classification:

    Local classification TIB:  385/6545
    BKL:  38.58 Geomechanik / 56.20 Ingenieurgeologie, Bodenmechanik / 56.20 / 38.58

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