• Response of a rock mass to circular excavation (non-uniform in-situ stress)

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video, we show how to set-up the model discussed in the validation report below. The validation concerns…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Circular tunnel driven in elastic cross anisotropic rocks

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 26 February 2016 Date modified 26 February 2016 This movie shows how to set-up the model used in the validation document linked below. The validation concerns…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Response of a rock mass to circular excavation (uniform in-situ stress)

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video we show how to set-up the model discussed in the validation report below. The validation concerns…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Bearing capacity of a circular footing

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 12 November 2012 Date modified 12 November 2012 This document describes an example that has been used to verify the ultimate limit state capabilities…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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