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GeoStudio | PLAXIS Wiki Soil - Elastoplastic - verifications (PLAXIS)
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          • -Verifications - PLAXIS
            • +Benchmarks verifications (PLAXIS)
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            • +Soil - Elastic - verifications (PLAXIS)
            • -Soil - Elastoplastic - verifications (PLAXIS)
              • Bearing capacity of a circular footing
              • Bearing capacity of strip footing
              • Bi-axial test with Mohr-Coulomb model
              • Bishop's effective stress
              • Cylindrical cavity expansion
              • Hoek-Brown material model
              • Phi-c reduction and comparison with Bishop's method
              • Soft Soil Creep model - undrained triaxial creep behaviour of Haney clay
              • Triaxial test with Hardening Soil model
              • Undrained soil behaviour
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    Soil - Elastoplastic - verifications (PLAXIS)

    This section contains Verification and Validation references to show the correct implementation of plastic soil behaviour in PLAXIS 2D and PLAXIS 3D.

    • PLAXIS 3D
    • soil model
    • constitutive soil model
    • elastoplastic
    • plasticity
    • PLAXIS
    • Soil
    • PLAXIS 2D
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    • Micha van der Sloot Created by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 17 2019 11:39 AM
    • Micha van der Sloot Last revision by Bentley Colleague Micha van der Sloot
    • When: Tue, Dec 17 2019 11:40 AM
    • Revisions: 2
    • Comments: 0
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