• How to create stone column in PLAXIS 2D v21 under embankment loading ?

    In PLAXIS V20,V21 and V22 there is included PVD drain. But How can I simulate Stone column in PLAXIS 2D v21 ?

  • Extraction using wells

    Greeting for everyone, I am modeling an extraction well (using well element and GW boundary). I use Plaxis 2D and 3D with flow only (transient groundwater). However, when I compare with the analytical method (Jacob and Thiems), the result shows…

  • Large Displacement in Consolidation Phase

    Greetings to whoever reading this, I'm modeling construction of a pre-loading embankment on soft soil, to be improved by pre-loading and PVD's, to get the ultimate consolidation settlement and the time needed for it under the effect of the embankment…

  • Convergence Issues with semi-permeable interface in dam 2d seepage analysis using PlaxFlow

    Dear all, I'm performing a 2D seepage analysis of a tailings dam using the 'PlaxFlow' module. Our design includes a geomembrane in the upstream face of the dam, we are currently modelling it as as an impervious interface element for. As a part of a…

  • PLAXIS 2D PlaxFlow

    Application PLAXIS 2D Version PLAXIS 2D AE.00 Date created 09 May 2011 Date modified 09 May 2011 To demonstrate the possibilities of Plaxis 2D Plaxflow, we show how to create a time-dependent water head. In Output…

  • PLAXIS 2D Tutorial 11: Flow through an embankment

    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…

  • Unconfined flow through an earth dam

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 16 January 2013 Date modified 16 January 2013 This document verifies that groundwater flow principles are correctly implemented in PLAXIS. For…

  • Unconfined flow through a sand layer

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 08 January 2013 Date modified 08 January 2013 This document describes an example that has been used to verify the groundwater flow capabilities…

  • Plaxis2D Max Step

    Hello, I'm currently working with Plaxis2D V20, in particular with the 'PlaxFlow' module, to perform a steady state seepage analysis for a tailings dam, without deformation analysis (Calculation type 'flow only'). The dam has a low permeability clay…
Communities
Support and Services
Training and Learning
Social Media