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…

Hello everybody, I am trying to reproduce oedometer and triaxial test with Plaxis 2D, and when I select mm units, the strains results are not accurate; for instance, a 25 mm tall specimen subjected to loads up to 800 kPa shows a maximum vertical strain…

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…

Permanent bored piles are used as retaining wall and permanent foundation in my ELS design. I want to consider the "at rest / long term condition" of the soil after the ELS work is completed (i.e. K0 condition in my final stage of the model), may I…