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plate properties (PLAXIS 2d vs PLAXIS 3D)
Faisal Ahmed
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Error code:111 in modelling of a NATM Tunnel in PLAXIS 3D
Valentin Schäl
Dear Soilvision Forum, I'm currently working on my diploma thesis and I'm modelling compensation grouting above a NATM tunnel. The tunnel is only a part of the thesis to cause settlements for the compensation grouting. After a preheaving phase the…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Plaxis 3D Save failure?
James Lee
Hi guys, Getting a failure when trying to save *any* of my projects, even when opening and immediately trying to save over old, completed projects. I've tried moving the project file and folder to new, "shorter" locations, removing the data.convd…
Answered
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
How to receive Technical Support
Stefanos Papavasileiou
Application All supported Bentley applications Version All supported Bentley versions Date created 12 November 2021 Date modified 4 May 2023 When using any Bentley software, our support teams are ready to assist you…
1 month ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Different output results
sali yadavar
I have a problem with "Plaxis 3D output V20" Line Cross Section results as you can see in the picture attached, the Maximum effective stress differs from either table or graph, and there is a huge gap between them. I'm so confused right now and I…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Project fails at an early phase after modification
Haya Alroumi
Hello, I am having issues with my PLAXIS 3D project of a bridge, the original file runs with no issues. However, I have modified the height of the bearing by increasing the bearing height (pink volume) and reducing the height of the pier, without adjusting…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Hardening Soil model equation for elastic axial strain
Nikolaj Allkemper
Hello, while writing my master thesis I was wondering about the equation [145] of the Material Models Manual of PLAXIS, which says that the sum of the axial strain follows by the negative elastic axial strain minus the plastic axial strain given in…
Answered
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Cross section curves axis scaling
Jeremy Kuelling
Hello everyone In the Cross Section Curve there is an option in the settings to change the axis scaling manually. When I change the scaling to a lower number as the automatically filled in number, the change works well. But I want to change the scaling…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Catch Points to draw line
Jeremy Kuelling
How can I draw a line between two points in the already existing model in Plaxis 3D without having to enter the coordinates of the end-points? Is there a possibility to "catch" the already existing points to draw the line or implenent a pointload a lot…
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
How can I model a hinge between two beams?
Jeremy Kuelling
I want to model hinges at the end of a beam which is connected to several other beams. How can I do that in Plaxis 3D? Thanks for your help!
over 2 years ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum