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PLAXIS | SOILVISION Wiki Soft Soil Creep model - undrained triaxial creep behaviour of Haney clay
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    Soft Soil Creep model - undrained triaxial creep behaviour of Haney clay

    Application PLAXIS 2D
    Version PLAXIS 2D 2016
    Date created 26 December 2016
    Date modified 26 December 2016

    This document validates the Soft Soil Creep model in PLAXIS. The undrained triaxial creep behaviour of Haney clay is simulated, using the material parameters reported by Matsui & Abe (1988). The results are compared with test data provided by Vaid & Campanella (1977), including constant strain rate shear tests and undrained triaxial creep tests. An extensive validation of the Soft Soil Creep model is presented by Stolle, Bonnier & Vermeer (1997).

    Validation - Soft Soil Creep model - undrained triaxial creep behaviour Haney clay

    Used version:

    • PLAXIS 2D: 2018.00 | 2016.00

    Downloads

    • Validation - Soft soil creep model [2018].pdf
    • Validation - Ssc creep evolution [2D 2018.00].p2dxlog (command log file) Use Save as... to store
    • Validation - Ssc shearing rate effects [2D 2018.00].p2dxlog (command log file) Use Save as... to store
    • Validation - Soft Soil Creep model - undrained triaxial creep behaviour Haney clay [2016]

    See also

    Practical application of the Soft Soil Creep model

    [Publications]

    • creep
    • PLAXIS
    • Haney clay
    • ssc
    • soft soil creep
    • creep rate
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:26 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 24 2019 6:13 AM
    • Revisions: 3
    • Comments: 0
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