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  • How to get rid of You should update your software error message on SPT fence output in gINT?? We have the updated gINT software installed but still receiving this error message.

    Everytime we try to output a fence a BOLD message is displayed across the the preview / pdf that reads "You should update your software". After uninstalling and re installing the gINT software the message is still there. We are using version 10.01.00…

  • Load transfer consideration on PLAXIS 3D

    Hello, So i'm having fun with PLAXIS 3D, I have this structure which is a 3D rectangle made of steel. I got a load resultant with Vertical, Horizontal, and Moments at the geometric center located at the base z=0, point B. Point B is located at…

  • 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…

  • When inputting the q value for precipitation in PLAXIS, do I need to multiply the rainfall (q) with the runoff coefficient (c) first?

    I am using the precipitation function to model rainwater infiltration on a slope in PLAXIS. When inputting the q value, do I need to multiply the rainfall (q) with the runoff coefficient (c) first?
  • Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics

    Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics

    Title: Coffee Corner: Geotechnical Analysis - Mechanical Behavior of Geosynthetics Presenter: Vasileios Basas, Technical Support Engineer, Geotechnical, Seequent Micha van der Sloot, Director User Success, Geotechnical, Seequent Date:…

  • Videos - GeoStudio

    All videos can be found on the GeoStudio YouTube channel . Here you can find release videos, introductory tutorial videos for each product, and video series on specific topics.

  • Online Learning - GeoStudio

    Multiple GeoStudio online courses are available in MySeequent. Anyone can sign up for a MySeequent account for free to access this content. GeoStudio Basics This course is for those who have never used GeoStudio before and provides an overview of…

  • Tips and Tricks - GeoStudio

    Links to Tips and Tricks for GeoStudio users are provided below, including answers to Frequently Asked Questions. A MySeequent account (free for anyone) is required to view these links. Setting the significant digits in GeoStudio project files Creating…

  • Add-Ins / PEST - GeoStudio

    GeoStudio Add-Ins can be used in place of any internal GeoStudio function (such as those under the Define menu) or a SIGMA/W material model. The Add-Ins below are ready to use—just install them and restart GeoStudio—but you can also write your own using…

  • Verifications - GeoStudio

    This section contains the verification and benchmark example files that were created to show the correct implementation of the formulation in GeoStudio. SLOPE/W Limit Equilibrium Formulation Hand Calculations SEEP/W Radial Flow to a Well…

  • Tutorials - GeoStudio

    Introductory tutorials for each of the GeoStudio products are available at the below links. GeoStudio Tutorial 1 : Slope stability of a layered soil on a slope with a submerged toe using SLOPE/W. GeoStudio Tutorial 2 : Steady-state seepage analysis…

  • Documentation - GeoStudio

    This section contains the available documentation for the GeoStudio portfolio, including tutorials, theory books, and verification examples. Product Manuals - GeoStudio The latest GeoStudio product manuals are provided here. Tutorials -…

  • License - GeoStudio

    GeoStudio is a sophisticated application that can operate using one or more licenses and entitlements that unlock various capabilities. When launching GeoStudio, the License System can be selected by clicking on the user profile in the top right corner…

  • GeoStudio Software Downloads

    Bentley Software Downloads GeoStudio 2023.1 can be downloaded via the Bentley Software Downloads pages. GeoStudio Direct Download Link General download and installation directions are available here , as well as previous versions of GeoStudio…

  • Software and License - GeoStudio

    This section contains information about GeoStudio software downloads, current licenses options, and release notes. For more details, you can also visit the dedicated Bentley Community Wiki pages of Licensing, Activation, Cloud, and Web Services Support…

  • To those who have used UDSM - Swell Model before, How do you determine the A0, Apl & Ael Parameters?? And also, how do you obtain/calculate parameters PARALLEL TO BENDING & NORMAL TO BENDING PLANE? In this case,  Et, Ep, vpt , vtt .... Any referen

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  • Lines overlap

    Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I plan to approach the problem with…

  • Embedded Beam Row Permeability & Skin Friction

    Hello, I have a couple of questions regarding the embedded beam row: How can I make an embedded beam row impermeable (i.e. so water has to flow around the base of the wall)? When specifying the skin friction in the input program I am assuming…

  • plate properties (PLAXIS 2d vs PLAXIS 3D)

    Hello, I have a question about the plate properties in PLAXIS. In 2D, there is a specific input as "unit weight (w)" and in 3D, there is another specific unit weight as " unit weight (gamma)". I know how to get the unit weight for PLAXIS 3D but for…

  • Lines overlap

    Hello, I am designing a cantilever soldier pile as shown in the image. The soldier pile has an embedded length of "D" in concrete and an exposed length of "H-D". The soldier pile has a given section of W 18x32. I know Plaxis does not has a provision…

  • Difference between undrained A and undrained B

    Hello All, In PLAXIS, I saw three types of undrained analysis : A,B and C. When I define the material as undrained, my thought is the soil is in an undrained state at the beginning of the analysis. I understand undrained "A" is for effective stress…

  • Changing Soil Material in Calculation Stages using python

    I have a list of Material Datasets saved in a List in Python (e.g. for unfactored Undrained materials the List is Unfac_Undr_MatSets ) . in the Staged Construction, I want to change the Material in each borehole volume from respective material in Drained…

  • Regarding Contraction in HDD installation

    Dear Support Team/Plaxis We are using Plaxis 2D version 20.04. Got some questions for modelling the HDD installation using line contraction. In two scenarios, the volume loss will be 50% and 100% (full collapse), so we set Cref=volume loss=50% for…

  • Hydraulic discontinuity during flow analysis

    Good morning, I'm trying to define the global stability of an embankment supported by a gravity wall. In this case, I would like to perform an analysis in which the water level must be divided into two segments: one behind the wall at a height equal to…
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