Browse By Tags

What should be Rinter value for clayey sand in case of a bored concrete pile?

Title: SIG Virtual Workshop: Geotechnical Analysis - Modelling Piles in PLAXIS Date/Time: December 18, 2020 at 10:00 A.M. CET and again at 04:00 P.M. CET Presenter: Micha van der Sloot, Senior Manager User Success - Geotechnical, Bentley Systems, Inc…

Hello, I am working in a project in Plaxis 3D with complicated geometry. Unfortunately, I have the following error when I want to go mesh part: Intersection failed with this error: InvalidIntersectionResults The following objects are producing non…

We wanted to know if PLAXIS can model a concrete diaphragm quay wall (wharf) structure. The wharf consists of concrete diaphragm wall on waterside against which the ships dock) and landside and a series of vertical concrete elements called barrettes …

Title: SIG Virtual Workshop: Geotechnical Analysis – PLAXIS Calculation Optimizations Date/Time: September 8, 2020 10:00 A.M. and 04:00 P.M. CEST Presenter: Micha van der Sloot, Manager User Success, Geotechnical, Bentley Systems, Inc. Register Now…

Title: SIG Virtual Workshop: Geotechnical Analysis – XXL Monopiles for Offshore Wind Turbines in Homogeneous and Layered Soils Date/Time: 11 August 2020 10:00 A.M. CEST and 04:00 P.M. CEST Presenter: Miquel Lahoz, Product Manager, Geotechnical, Bentley…

Dear All, The calculation failed for my excavation stage, after inspecting the fail result, I cannot find any soil body to be collapse... Will soil body inside excavation zone "collapse"? because of the total displacement in arrow as this... Thank…

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…

Hi, I am a newbie in Plaxis 3D. I am setting the model of deep excavation with lateral support. First, I creat the soil/existing ground by borehole only, and i set some volume to deactivate since the ground surface is not flat. And I creat all excavation…

Title: SIG Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS, Part 2 Presenter: Micha van der Sloot, Manager Technical Support, Geotechnical, Bentley Systems, Inc. Date/Time: June 9, 2020 10:00 A.M. and 4:00 P.M. CEST Register…

Hi, I am wondering how it would be possible to analyse stress/strain relaxation in the CRS soil-test-facility in PLAXIS 3D? I am currently using the Soft soil creep model and used the optimise parameter function to match with the lab data. However…

SIG Workshop: Geotechnical Analysis – Working With 3D Deep Excavation in PLAXIS Presenter: Micha van der Sloot, Manager Technical Support, Geotechnical, Bentley Systems, Inc. Date/Time: Tuesday, May 12, 2020 at 10:00 AM and 4:00 PM Central European Summer…

I am happy to announce that we posted the recording of our December 2019 Special Interest Group (SIG) virtual event on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626…

We posted the recording of our October 2019 SIG on Tunneling in PLAXIS 3D on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626 Whether working on simple or complex tunnelling…

We posted the recording of our September SIG on Better geometry with the new PLAXIS 3D CONNECT Edition V20 on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626 We will…

We posted the recording of our August SIG on Offshore monopile foundation in 3D and 1D on the Bentley LEARN server in the Geotechnical Learning Path: https://learn.bentley.com/app/Public/ViewLearningPathDetails?lpId=113626 Learn how PLAXIS can help…