Challenging Behavior in Plaxis 3D V20 During Excavation Simulation with Ground Anchors

I am currently engaged in a geotechnical simulation within Plaxis 3D, focusing on an irregularly shaped excavation that necessitates the installation of ground anchors in three rows. My model geometry...
How to do damage assessment of building caused by excavation using Burland's chart and PLAXIS

The following shows how to use the script to evaluate the damage assessment of a building. A user needs to ensure that the project has been run and is ready to extract outputs (Fig. 1). Fig. 1. Excavation...
External water pressures are remaining in place despite setting a deactivated cluster to dry.

External water pressures are remaining in place despite setting a deactivated cluster to dry. For context, I am trying to dewater the space between proposed sheet piling and an existing bank of a river...
Live webinar: Coffee Corner: Assessment of Excavation-Induced Building Damage using PLAXIS automation

Title Assessment of Excavation-Induced Building Damage using PLAXIS automation Date Tuesday, October 10, 2023 Time 10.00 AM CET and 16.00 (4 PM) CEST Presenters Hung Ho Manh ...
I am working on a deep excavation project in plaxis 2D and I need to retrieve the earth pressure ( active and passive) acting on the bored pile. how can I proceed to get them ? I appreciate any help.

I am working on a deep excavation project in plaxis 2D and I need to retrieve the earth pressure ( active and passive) acting on the bored pile. how can I proceed to get them ? I appreciate any help.