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    Hypoplasticity for soils with low friction angles

    New search for: Herle, I.
    New search for: Kolymbas, D.

    AbstractHypoplasticity has been proven to be successful in reproducing the mechanical behaviour of sands. However, in case of clays the incremental stiffness in shear is predicted too low. An investigation of the hypoplastic equation based on the analysis of response envelopes reveals the reason of this deficiency. An improvement is proposed and compared with experimental results for Rio de Janeiro clay.

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    Hypoplasticity for soils with low friction angles

    New search for: Herle, I.
    New search for: Kolymbas, D.

    AbstractHypoplasticity has been proven to be successful in reproducing the mechanical behaviour of sands. However, in case of clays the incremental stiffness in shear is predicted too low. An investigation of the hypoplastic equation based on the analysis of response envelopes reveals the reason of this deficiency. An improvement is proposed and compared with experimental results for Rio de Janeiro clay.

    Access

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    Check availability in my library
    Order at Subito €

    Hypoplasticity for soils with low friction angles

    New search for: Herle, I.
    New search for: Kolymbas, D.

    AbstractHypoplasticity has been proven to be successful in reproducing the mechanical behaviour of sands. However, in case of clays the incremental stiffness in shear is predicted too low. An investigation of the hypoplastic equation based on the analysis of response envelopes reveals the reason of this deficiency. An improvement is proposed and compared with experimental results for Rio de Janeiro clay.

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    Title:

    Hypoplasticity for soils with low friction angles

    Contributors:

    Herle, I. (author) / Kolymbas, D. (author)

    Published in:

    Computers and Geotechnics ; 31 ; 365-373

    Publication date:

    2004-04-05

    Size:

    9 pages

    ISSN:

    0266-352X

    DOI:

    https://doi.org/10.1016/j.compgeo.2004.04.002

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Constitutive model , Hypoplasticity , Soft soils , Stiffness

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