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    • PLAXIS 3D
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    • PLAXIS
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    • pore pressure
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    • Tunnel
    • PLAXIS as a Tool for Soil-Structure Interaction Modelling in Performance- Based Seismic Jetty Design

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D Original Author F. Besseling, A. Lengkeek Date created 25 June 2013 Date modified 24 October 2016 The importance of soil structure interaction in seismic design of…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • South Toulon Tube: Numerical Back-analysis of In-situ Measurements

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D Original Author J.P. Janin, A. Guilloux, H. Le Bissonnais, R. Kastner, F. Emeriault Date created 25 June 2013 Date modified 24 October 2016 Full face excavation with…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Numerical Simulations of Geotechnical Works in Bangkok Subsoil Using Advanced Soil Models Available in Plaxis and Through User-Defined Model

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P. Jongpradist Date created 25 June 2013 Date modified 24 October 2016 In this article, three constitutive models with enhancing…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Drainage Line Elements in PLAXIS 2D and 3D applied in Consolidating Marine Clay Deposits

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author Y. K. Wong Date created 23 September 2013 Date modified 24 October 2016 This paper compares the performance of drainage line elements…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Testing, Modelling and Numerical analysis of the mechanical behaviour of bituminous concrete

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P.G. Bonnier Date created 20 December 2012 Date modified 21 November 2016 Bituminous concrete is often used for the construction…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Temporary stability of a jacket platform during installation and influence of adjacent pug marks

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D Original Author J.C. Ballard, N. Charue Date created 18 June 2012 Date modified 24 October 2016 Jacket platforms used offshore for oil extraction are generally temporarily…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Constitutive Modelling and Parameter Determination

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author T. Meier Date created 05 March 2012 Date modified 24 October 2016 A general description of the two constitutive models applied…
      • 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
    • Create rock bolts accurately in PLAXIS 3D

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D 2013 Date created 17 February 2016 Date modified 17 February 2016 Note: Since PLAXIS 3D 2018, the introduction of the reinforcements/rockbolts in the Tunnel Designer (i.e.,…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • End bearing of plates

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 19 April 2016 Date modified 19 April 2016 In the material data base of Plates in PLAXIS 2D and 3D there is the option to select ‘ End bearing…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Can I reuse existing PLAXIS 3D geometrical objects in a new project?

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D Date created 13 February 2015 Date modified 13 February 2015 Sometimes you want to reuse a part of the geometry of an already existing PLAXIS 3D model in a different model.…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • How to change the PLAXIS model width

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 13 February 2015 Date modified 13 February 2015 Soil layers defined by boreholes When the model width is determined by the soil layers and…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • How does Reset displacements to zero work?

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 17 February 2016 Date modified 17 February 2016 When we apply the option Reset displacements to zero , we reset the displacements at the BEGINNING…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Encrypted scripting server vulnerable to replay attacks

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 18 May 2017 Date modified 16 May 2017 Date modified 16 May 2017 Known issue ID SW-11114 Applications PLAXIS 2D, PLAXIS 3D Firewall Plaxis…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Consolidation: Minimum Pore Pressures and Degree of Consolidation analysis may give spurious displacements of boundary nodes

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 30 October 2015 Date modified 30 October 2015 When performing a consolidation analysis three possibilities exist: Staged Construction ( SC…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Fixed and Compliant base: what input motion is required?

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D 2012 PLAXIS 3D AE Date created 23 July 2014 Date modified 23 July 2014 Fixed base The fixed base can be set up by selecting the “none” option from the Dynamic model…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • On different failure criteria for soils

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 04 June 2014 Date modified 04 June 2014 Most soil models in PLAXIS use the Mohr-Coulomb failure criterion in combination with tension cut-off…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Pseudo static acceleration

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 17 April 2014 Date modified 17 April 2014 In PLAXIS 2D and PLAXIS 3D a pseudo static acceleration can be defined per phase in the Model Conditions…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • How to select more than 10 nodes to be used for a curve

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 23 March 2018 Date modified 23 March 2018 Since the release of PLAXIS 3D 2017 and PLAXIS 2D 2018 it's possible to select an unlimited number…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • How does the option volumetric strain work?

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 11 September 2014 Date modified 11 September 2014 Both the 2D and the 3D program allow for input of volumetric strain in x,y and z direction…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Saving PLAXIS files for an older version

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 29 October 2013 Date modified 29 October 2013 It is not possible to save a Plaxis file in a format compatible for an older version. E.g. when…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Creating axial force curve for Fixed End anchors

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 04 August 2014 Date modified 04 August 2014 It is possible to create a plot for the axial forces of a fixed end anchor by following these steps…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • PLAXIS 3D 2013 and older PLAXIS files

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 3D Version PLAXIS 3D Date created 16 August 2013 Date modified 16 August 2013 With the release of PLAXIS 2013 version (of PLAXIS 3D), the data format and data specifications were updated to allow…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Application of commands: Referring to objects through their index

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D AE PLAXIS 3D Date created 15 July 2014 Date modified 15 July 2014 It is possible to create commands using the last created item from e.g. the previously executed command…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • During a calculation some plastic points disappear. How is that possible?

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 28 March 2013 Date modified 28 March 2013 A point is denoted as plastic failure point if it is currently on the failure envelope (e.g. Mohr…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
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