• SANISAND-MS - PLAXIS UDSM

    Application PLAXIS 3D Version PLAXIS 2023.2 Date created 08 Aug 2023 Date modified 08 Aug 2023 SANISAND-MS (Liu et al., 2019) is a bounding surface plasticity constitutive model particularly suitable for reproducing…

  • Excessive Excess porepressure in foundation after embakment reinforcement

    I am currently modeling the reinforcement of a tailings dam. I'm using the Hardening Soil Model for the foundation materials and we are running a fully coupled flow-deformation analysis. We are observing that during the reiforcement phases the model is…

  • Soil model

    Hello, I have come across a problem where the raft foundation is resting on clayey silt. Ground water table is not encountered and soil at the site has a free swell index of 140-210 at 2.5 to 5m depth from EGL and foundation is at 3m below EGL. what…

  • Hoek-Brown - pore pressure and Safety Factor

    Hello everyone, My first question here in the forum! I'm modeling a set of foundations on weathered granite and I'm using the Hoek-Brown (HB) model. Everything in the material model works perfectly fine, however, three questions regarding the material…

  • Tunnel _ volume strain input

    Hi all, I was modelling the volume expansion (due to temperature change) by inputting the volume strain of material directly. But when I consider the tunnel, I cannot input the volume strain value to the lining ( plate material), so it shows the wrong…
  • In person workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations - Dubai - February 7, 2023

    In person workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations - Dubai - February 7, 2023

    Title: In-person Workshop: Practical Use of PLAXIS 3D for Pile Raft Foundations Location: Dubai, The United Arab Emirates Date: Tuesday, February 7, 2023 Price: 450 USD Lecturers: Richard Witasse. Principal Application Engineer, Seequent …

  • why Fy = 0 when i give a point load on foundation

    I give -20 kN/m (point load) on my shallow foundation but when i calculate it. there is no any Fy apllied to my project ps. I activate oint load already Thank you

  • Floating windfarm anchor pile design

    #PREdesign #Firstdesign #not-final-design Hey, I'd like to back to give additional informations about my last question. As i have already said, i'm geologist, student in M2 geosciences for energy at Paris Cergy University. For my master thesis,…

  • Stimulation of allowable bearing pressure of square footing from the Plaxis 2D analysis

    Hi all, In order to find the allowable bearing capacity of the footing, we can use prescribed displacement (25mm) and fins as shown below. But here it represents the strip footing as length inside the model is infinite. Based on the pressure…

  • Considerations for modelling a thick slab as a plate

    Application PLAXIS 2D PLAXIS 3D Version CONNECT Edition Date created 15 February 2022 Date modified 15 February 2022 Original author Faseel Khan - Bentley Technical Support Group In PLAXIS 2D or 3D, a thick…

  • Is there a way to define a space which water passes through it? which command and material model is available for that purpose?

    I defined a space which represents air in foundation by using polycurve. But PLAXIS-3D is a finite element model which water freely does not pass thorugh it. As a considering Plaxis asks me to define an material model and properties, how can i perform…

  • Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering

    Application PLAXIS 3D Version PLAXIS 3D Original Title Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering Original Author A.-N. Granitzer, F. Tschuchnigg Publication year 2021 …

  • Influence of helix bending deflection on the load transfer mechanism in PLAXIS 3D

    Application PLAXIS 3D Version PLAXIS 3D CONNECT Edition V21 Original Author Hung Manh Ho, Adnan Anwar Malik, Jiro Kuwano, Hafiz Muhammad Awais Rashid Publication year 2021 Date created 20 May 2021 Date modified…

  • Numerical modelling of different applications in Energy Foundation Technology

    Application PLAXIS 2D Version PLAXIS 2D Original Author T. A. Bui, A. Casarella, A. Di Donna, R. B.J. Brinkgreve and S. Brasile Date created 18 November 2020 Date modified 18 November 2020 Energy foundation…

  • How can I solve the following issue: 'Not enough load steps [102]' ?

    Hi, I am a masterstudent in Construction engineering and currently working on my thesis. I am trying to make a Plaxis 2D model for a soilmix-element with a load-bearing capacity. During the calculation I get the following comment: 'Not enough load…

  • Cyclic accumulation and optimisation tool tutorial- help!

    I'm trying to undertake cyclic loading on a torpedo anchor in PLAXIS. In order to understand how to model cyclic loading on PLAXIS I tried the "PLAXIS 2D Tutorial 08: Cyclic vertical capacity and stiffness of circular underwater footing" (via the link…

  • Modelling a wind turbine foundation in PLAXIS 3D

    Application PLAXIS 3D Version PLAXIS 3D Date created 09 April 2015 Date modified 09 April 2015 This movie shows how to model the installation of a wind turbine foundation and how to assign different loading conditions…

  • Structural Forces from Volumes in PLAXIS 3D

    Application PLAXIS 3D Version PLAXIS 3D Date created 09 April 2015 Date modified 09 April 2015 This movie shows how to use the structural forces from volumes functionality in PLAXIS 3D AE,  in order to obtain…

  • Tutorial 1a - Foundation in overconsolidated clay

    Application PLAXIS 3D Version PLAXIS 3D 2010 Date created 09 May 2011 Date modified 09 May 2011 Tutorial 1a of the reference manual is demonstrated in detail. Interesting for 2D users who would like to know more…

  • PLAXIS 3D Tutorial 08: Dynamic analysis of a generator on an elastic foundation

    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 27 Feb 2023 In this tutorial, the influence of a vibrating source on its surrounding soil is studied. To reduce the calculation time…

  • PLAXIS 3D Tutorial 01: Foundation in overconsolidated clay

    Application PLAXIS 3D Version PLAXIS 3D 2013 Date created 04 Oct 2018 Date modified 27 Feb 2023 In this chapter a first application of PLAXIS 3D is considered, namely the settlement of a foundation in clay. This…

  • PLAXIS 2D Tutorial 14: Dynamic analysis of a generator on an elastic foundation

    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 Using PLAXIS, it is possible to simulate soil-structure interaction. Here the influence of a vibrating source on its surrounding…

  • 3D Finite Element Analyses – Interaction between Abutment and Adjacent Earth Embankment of a Modern Railway Bridge

    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…

  • Theoretical background of PLAXIS MoDeTo: The PISA project

    Application PLAXIS MoDeTo Version PLAXIS MoDeTo Date created 08 November 2018 Date modified 07 January 2020 PLAXIS MoDeTo implements the PISA design method for the design of monopile foundations for offshore wind…
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