• In dewatered excavation with high water table, why do I see external water loads on excavation side? How to prevent external water loads?

    Nikolina
    Nikolina
    I have a dewatered tied-back caisson wall excavation with a high water table in PLAXIS 2D. Throughout excavation stages I set soil clusters to dry. ymin boundary is open, all others are closed. Why are external water loads showing up in output? How to…
    • over 2 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Water Condition for multi-layer excavation in Plaxis 3D

    William Lau
    William Lau
    Dear All, I am a newbie of Plaxis. I would like to ask about water condition "Global", "Dry", "Head" & "Interpolate" in 3D When the model with multi-layer excavation 1 by 1, I would like to ask whether my logic in Plaxis correct or not: Stage…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • (For Deep Excavation) What is assumption between Waling & Sheet Pile Wall in Plaxis 3D?

    William Lau
    William Lau
    Dear All, What is the assumption for Waling & Sheet Pile Wall (retaining structure wall) 's relationship in Plaxis 3D? Are they assumed totally rigid and fixed together? Regards, William
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • SIG Virtual Workshop - May 12 Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS

    Micha van der Sloot
    Micha van der Sloot
    SIG Virtual Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS Presenter: Micha van der Sloot, Manager User Success, Geotechnical, Bentley Systems, Inc. Date/Time: Tuesday, May 12, 2020 at 10:00 AM and 4:00 PM Central European…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Blog
  • Generalized Hardening Soil Model - PLAXIS UDSM

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 10 April 2015 Date modified 07 October 2020 It is observed in simulations of excavation projects using the Hardening Soil model (or HS small…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Structural reliability analysis of deep excavations

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author T. Schweckendiek, W. Courage Date created 14 November 2011 Date modified 24 October 2016 The Finite Element Method is nowadays widely used in structural…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Response of a rock mass to circular excavation (non-uniform in-situ stress)

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video, we show how to set-up the model discussed in the validation report below. The validation concerns…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Response of a rock mass to circular excavation (uniform in-situ stress)

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Date created 25 February 2016 Date modified 25 February 2016 In the video we show how to set-up the model discussed in the validation report below. The validation concerns…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Modelling an open excavation

    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, tools of the Structures mode can be used in addition to boreholes. In this…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Tutorial 02: Excavation in sand

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 24 Aug 2023 This lesson describes the construction of an excavation pit in soft clay and sand layers. The pit is a relatively small…
    • 2 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 06: Dry excavation using a tie back wall

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example involves the dry construction of an excavation. The excavation is supported by concrete diaphragm walls. The…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 07: Dry excavation using a tie back wall - ULS

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 In this tutorial a Ultimate Limit State (ULS) calculation will be defined and performed for the submerged construction of…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 09: Excavation and dewatering

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 In this tutorial lowering the groundwater level and the flow around a sheetpile wall will be analysed. The geometry model…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 03: Submerged construction of an excavation

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This lesson illustrates the use of PLAXIS for the analysis of submerged construction of an excavation. Most of the program…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Benchmarking in Geotechnics - Part 1

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author H. F. Schweiger Date created 27 October 2011 Date modified 01 November 2019 In part I of this report the results of a benchmarking…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Results from numerical benchmark exercises in geotechnics

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author H. F. Schweiger Date created 27 October 2011 Date modified 24 October 2016 Results of two geotechnical benchmarking exercises…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 3D Analysis of the Groninger Forum

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author M.C.W. Kimenai Date created 14 July 2015 Date modified 30 December 2019 The Groninger Forum will be constructed in the centre of Groningen city. The…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 2D FEM analysis compared with the in-situ deformation measurements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author Martin A. op de Kelder Date created 02 November 2015 Date modified 24 October 2016 Small-strain stiffness is seen as a fundamental property that almost…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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