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PLAXIS | SOILVISION Wiki Phi-c reduction and comparison with Bishop's method
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    Phi-c reduction and comparison with Bishop's method

    Application PLAXIS 2D
    PLAXIS 3D
    Version PLAXIS 2D
    PLAXIS 3D
    Date created 07 November 2012
    Date modified 07 November 2012

    This document describes an example that is used to verify the ultimate limit state capabilities of PLAXIS. The problem involves the stability of an embankment. PLAXIS results are compared with Bishop's method of slices (Verruijt, 2001). The influence of the load distribution in PLAXIS 3D is studied as well.

    Used version:

    • PLAXIS 2D: 2018.00 | 2016.01 | 2015.02
    • PLAXIS 3D: 2018.00 | 2016.01 | AE.01

    Downloads

    • Validation - Phi - c reduction and comparison with Bishop s method [2018].pdf
    • Validation - Phi - c reduction and comparison with Bishop s method [2D 2018.00].p2dxlog (command log file) Use Save as... to store
    • Validation - Phi - c reduction and comparison with Bishop s method [3D 2018.00].p3dlog (command log file) Use Save as... to store
    • Validation - Phi - c reduction and comparison with Bishop s method 3Deffects [3D 2018.00].p3dlog (command log file) Use Save as... to store
    • PHI-C REDUCTION AND COMPARISON WITH BISHOP%27S METHOD.pdf
    • PLAXIS 3D
    • Bishop
    • theoretical
    • ultimate limit state
    • phi-c reduction
    • Stability
    • PLAXIS
    • embankment
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:25 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Wed, Dec 18 2019 10:25 AM
    • Revisions: 2
    • Comments: 0
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