• 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
  • 3D Dimensional Ground Deformation Analysis of Deep Excavation Adjacent to Railway Embankment in the City of Rotterdam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version 3DFoundation Original Author V. M. Thumann Date created 15 November 2011 Date modified 24 October 2016 In Rotterdam, the Netherlands, the new RandstadRail underground line…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Stability Analysis of the Red River Dike: The Past to the Present

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P.H.A.J.M van Gelder, T.M. Thub, P.Q. Tu Date created 25 June 2013 Date modified 24 October 2016 The Red River delta is located…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Piled embankments in PLAXIS 2D, 3DTunnel and PLAXIS 3D 2011

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version 3DTunnel PLAXIS 2D Original Author E. Oskam Date created 18 June 2012 Date modified 24 October 2016 In recent years, there is a growing interest in the use of piled…
    • 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
  • Validating a new design method for piled embankments with PLAXIS 2D and 3D

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author T.C. van der Peet, P. G. van Duijnen, S.J.M. van Eekelen Date created 01 October 2014 Date modified 24 October 2016 Infrastructural…
    • 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
  • New on-demand video for September's Geotechnical Analysis SIG: Better geometry with the new PLAXIS 3D CONNECT Edition V20!

    Micha van der Sloot
    Micha van der Sloot
    We posted the recording of our September SIG on Better geometry with the new PLAXIS 3D CONNECT Edition V20 on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626 We will…
    • over 4 years ago
    • OpenGround | gINT | Keynetix
    • OpenGround | gINT | Keynetix Announcement Forum
  • How to create a Toe Line of Embankment

    Naveen Verma
    Naveen Verma
    Hello, After Creating Template when i run the Roadway Designer, getting too many feature lines and want to show the Ditch / Fill (Intersect with Surface) above surface as Toe Line. My Template has 2 Conditions and Components Have 2 Conditions…
    • over 7 years ago
    • OpenRail
    • OpenRail Forum
  • earthwork template not working properly

    murtaza gul
    murtaza gul
    I am using a template with top of bank (fill) 8.87m wide, i needed 10m wide so amended it but after running it still shows a 8.87m wide, can any one plz have a look at this template and advise plz( its named as single track in attached itl file)
    • template.itl
    • over 9 years ago
    • OpenRail
    • OpenRail Forum
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