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  • Materials overview in the Model explorer

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition Version 22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group …

  • How to define and edit a material via the command line

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Introduction…

  • How to validate a material via the GUI and command line

    Application PLAXIS 2D PLAXIS 3D Version PLAXIS CONNECT Edition V22 Date created 24 January 2022 Date modified 24 January 2022 Original author Stefanos Papavasileiou - Bentley Technical Support Group Introduction…

  • the installationeffect of stone columns

    Dear researchers, I wanna to ask you about the instalation effect of stone columns, how can add it in Plaxis 3D, I'm waiting for an answer please. Best regards.

  • Soil interface parameters

    Hello, I wanted to know if there is a way to see the soil interface parameters in the results of Plaxis. Because after applying the Rinter variable of a soil I cannot see the "new" parameters that are assigned to the interface material. Regards…

  • The E50 in the hardening soil model（HS）when using the "soiltest" in PLAXIS 2D is different from the input value

    Dear all, When using “Triaxial test” of the “soiltest” option together with the hardening soil model in PLAXIS 2D, input the parameters as Figure 1 and get the parameter E50 from Figure 2 according to the definition in Figure 3, then it can be found…

  • Error 111

    Hello, I am attempting to model a plate subject to an upward imposed displacement in a soil mass with two soil layers (see figure below). I activated the plate, the displacement and both soil polygons and then started the calculation. This resulted…

  • Exporting Data to Excel

    I have selected points for curves for the analysis of an imposed displacement on a soil mass. I have ran the simulation. I now would like to export the data for the force in the y direction and the and the displacement of the soil at one of the selected…

  • SSI - Soil-Structure Interaction in RM Bridge

    RM Bridge can perform SSI – Soil-Structure Interaction inside OpenBridge Designer with the addition of the structure underground infrastructure with foundations’ details and soil modeling springs. The soil-spring constants can be extracted from gINT reports…

  • Soil-Structure Interaction

    OpenBridge Designer can perform SSI – Soil-Structure Interaction with the complete modeling of the structure, including superstructure, mesostructure, infrastructure with foundations’ details, and soil modeling springs. The soil-spring constants can be…

  • Sekiguchi-Ohta viscid _Input parameter

    Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…

  • Initial void ratio, einit and Cc, Cr value

    Hi all, In Plaxis, the term initial void ratio is defined as eo or the void ratio represent the OBP of the soil? I think it should be eo as consolidation settlement equation relating Cc and Cr depends on the eo, therfore Is any way to calculate…

  • Dilatancy

    Hi all, Please check whether my understanding is correct under this topic and if I'm wrong or missed points, provide the explanation, thanks. For the medium dense to dense soil, due to the shearing effect particle will expand which result in the…

  • How parameters interconnected with deformation and forces of the structures in the soil

    Hi all, Can anyone explain how each soil parameter like stiffness parameters, strength parameters etc affect the structure deflection and forces with some explanations (if you have good source also please share) as i need to understand these things…

  • W2164-12:System contains Gaps/Friction/Soil data. Please enable non-linear option in the following analysis sets warning message in AutoPIPE

    Applies To Product(s): AutoPIPE, Version(s): 2004, XM, & V8i Environment: N/A Area: Warning Original Author: Bentley Technical Support Group Problem: What…

  • Rectangular Tank Template with Soil Pressure Loading

    (You must be signed in to download this template) This is a modified version of the current rectangular tank template in STAAD.Pro. Important features of this template are: Option to add soil pressure on tank walls Option to specify Groundwater…
    • TANK TEMPLATE FOR SOIL LOADING.zip

  • Influence zone in deep excavation

    Hi all, Anyone, please tell how to estimate the influence zone during the deep excavation (this helps to check whether the surrounding buildings affect or not and then can do impact assessment). I got these details from one paper. Thanks.

  • Base de données - Soil layer dataset

    Bonjour a tous, Je dois modéliser un forage traversant des zones meubles - sols superficiels & Terre végétale donc aucun pressiometre et autre analyse n'a été effectué (donc sans aucune donnée). Avez-vous une base de données "type" pour certaines…

  • How to prevent two polygons from merging as same soil/material in python API? Seems that when you add a different polygon on top of an already existing polygon, Plaxis automatically assigns a soil material of the polygon underneath?

    As further description to the title, it seems in the python API when you add a polygon on top of an already existing soil polygon, when you run a gotostages or gotoflows function, the soil/material assigned to the smaller polygon (yellow below) in the…

  • AutoPIPE Virtual Training - Buried Piping Analysis

    to Eastern Time (US & Canada)
    Virtual Event
    Course Description This workbook contains exercises to introduce you to buried piping in an AutoPIPE model. Skills Taught • Assigning Soil Properties to Piping • Inserting a Virtual Anchor • Running a Static Analysis • Applying Building Settlement ...

  • Setting the material of a soil with command line

    Hello, My question is probably obvious - but I haven't found the answer on the forum. I would like to create a soil material with the command line. How can I do that ? I found the following : soilmat "Name" "SoilMat1" "MaterialName" "<NameInDBList…

  • SET MATERIAL

    Hello, How can i set specified soil material by using python code ? ı mean i have three kind of soil volume but all i want to change just one of them.Is there someone who has an idea? thank you

  • Python material setproperties

    Hi all, I am diving into the creation of PLAXIS 2D models using Python. I have some experience with the scripting engine and have read and studied the material provided by the commands reference. I am stuck creating soil materials in my Python script…

  • Virtual Training: Buried Piping Analysis in AutoPIPE

    Virtual Training: Buried Piping Analysis in AutoPIPE Host: Luke Andrew, Application Engineer, Bentley Systems, Inc. Date/Time: August 19, 2020, 3 pm EDT - 6 pm EDT Register Now This course contains exercises to introduce you to buried…

  • Underground pipe settlement for B31.4

    I have a 12" valve station, above ground, on top of a new berm. The berm settles 2". Adding that info to the aboveground supports is straightforward. There is a 2" drain line that goes from the 12" line straight underground, down about 3', then turns…
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