Hi Everyone, Thanks for the help in advance!! I understand the plastic failure point means the soil element is currently at the failure envelop and it could disappear in the next calculation step if unloading occurred. However, I figured there…

Greetings to whoever reading this, I'm modeling construction of a pre-loading embankment on soft soil, to be improved by pre-loading and PVD's, to get the ultimate consolidation settlement and the time needed for it under the effect of the embankment…

Hello, I am modeling a small scale uplift test which was conducted on a circular plate embedded inside a sand bed. The circular plate was of diameter 75 mm and depth of the embedment was 750 mm. The same was modeled in PLAXIS 3D using plate element…

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…

I'm trying to undertake cyclic loading on a torpedo anchor in PLAXIS. In order to understand how to model cyclic loading on PLAXIS I tried the "PLAXIS 2D Tutorial 08: Cyclic vertical capacity and stiffness of circular underwater footing" (via the link…