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    Effect of overconsolidation on behaviour of clays during shear

    New search for: Henkel, D.H.

    Series of drained and undrained triaxial compression tests made on samples of two clays to study effects of consolidation history; manner in which strength and pore pressure or volume changes during shear vary with degree of overconsolidation; differences in strength in drained and undrained tests compared.

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    Effect of overconsolidation on behaviour of clays during shear

    New search for: Henkel, D.H.

    Series of drained and undrained triaxial compression tests made on samples of two clays to study effects of consolidation history; manner in which strength and pore pressure or volume changes during shear vary with degree of overconsolidation; differences in strength in drained and undrained tests compared.

    Access

    Access via TIB
    Check availability in my library

    Effect of overconsolidation on behaviour of clays during shear

    New search for: Henkel, D.H.

    Series of drained and undrained triaxial compression tests made on samples of two clays to study effects of consolidation history; manner in which strength and pore pressure or volume changes during shear vary with degree of overconsolidation; differences in strength in drained and undrained tests compared.

    Access

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    Check availability in my library

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    Document information
    Title:

    Effect of overconsolidation on behaviour of clays during shear

    Additional title:

    Geotechnique

    Contributors:

    Henkel, D.H. (author)

    Published in:

    Geotechnique ; 6

    Publication date:

    1956

    Size:

    12 pages

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Clay

    © Metadata Copyright Elsevier B. V. All rights reserved.

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