• PLAXIS 2D Tutorial 02: Drained and undrained stability of an embankment

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 01 Jun 2021 Date modified 27 Feb 2023 In this tutorial, the construction of an embankment on clay is calculated. The clay will first be considered a drained material…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Geogrids may trigger a Run-time kernel error [256]

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Issue status Solved First Affected Version PLAXIS 3D CONNECT Edition V20 Update 4 Found in Version PLAXIS 3D CONNECT Edition V20 Update 4 Fixed and Released in Version PLAXIS 3D CONNECT Edition V21…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Numerical analysis of geosynthetic reinforced piled embankment scale model tests

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version 3DTunnel Original Author T. den Boogert, P. van Duijnen, S. van Eekelen Date created 18 June 2012 Date modified 04 October 2019 Piled embankments with geosynthetic reinforcement…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • How to model moving loads to simulate train-induced vibrations

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 3D Version PLAXIS 3D CONNECT Edition V20 Date created 25 October 2018 Date modified 2 February 2021 General This following demonstration video intends to illustrate the use of movement functions…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Modelling an embankment

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D 2010.01 Date created 09 May 2011 Date modified 09 May 2011 To create more complex soil layers, we can use tools of the Structures mode complementary to the Create borehole…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Tutorial 06: Construction of a road embankment

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 The construction of an embankment on soft soil with a high groundwater level leads to an increase in pore pressure. As a…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 11: Flow through an embankment

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 In this chapter, the flow through an embankment will be considered in the Flow mode. The crest of the embankment has a width…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 08: Construction of a road embankment

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 The construction of an embankment on soft soil with a high groundwater level leads to an increase in pore pressure. As a…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 13: Stability of dam under rapid drawdown

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example concerns the stability of a reservoir dam under conditions of drawdown. Fast reduction of the reservoir level…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Results from a geotechnical benchmark exercise of an embankment on soft clay

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P.A. Vermeer, H. F. Schweiger, M. Karstunen, M. Cudny Date created 27 October 2011 Date modified 24 October 2016 The results of…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Phi-c reduction and comparison with Bishop's method

    Micha van der Sloot
    Micha van der Sloot
    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…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D Modelling of Train Induced Moving Loads on an Embankment

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. Meier Date created 01 October 2014 Date modified 24 October 2016 Increasing traffic intensity and train…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D Finite Element Analyses – Interaction between Abutment and Adjacent Earth Embankment of a Modern Railway Bridge

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author T. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff Date created 11 June 2014 Date modified 12 July 2018 The Scherkondetal Bridge in Eastern Germany…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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