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PLAXIS | SOILVISION Wiki After a consolidation analysis I have excess pore pressures in "drained" material sets. Why?
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    After a consolidation analysis I have excess pore pressures in "drained" material sets. Why?

    Application PLAXIS 2D
    PLAXIS 3D
    Version PLAXIS 2D
    PLAXIS 3D
    Date created 24 April 2013
    Date modified 24 April 2013

    The material type setting Drained, Undrained A and Undrained B refers to a plastic, dynamics and phi/c reduction analysis. In consolidation analysis the material type is ignored for the types Drained, Undrained A and Undrained B, and the actual specified permeabilities are used. Therefore a "drained" material set can show excess pore pressures during or at the end of a consolidation phase.

    • undrained
    • Plaxis 3D
    • FAQ
    • PLAXIS
    • undrained behaviour
    • drained
    • PLAXIS 2D
    • excess pore pressure
    • consolidation
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Mon, Dec 23 2019 7:09 AM
    • Revisions: 1
    • Comments: 0
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