Input ground-motion in free-field site response analysis

Hello there, I am performing a free-field site response analysis. Plaxis's Manual suggests to set a " Compliant base " for the bottom boundary and " Free-field " for the lateral boundaries. Now,...
Site Response Analysis in PLAXIS 2D and 3D

Site Response Analysis PLAXIS 2D - 3D We have carried out a Site Response Analysis in PLAXIS 2D, adopting the Hardening Soil with Small Strain Stiffness model, and compared results with an equivalent...
I can model in plaxis 2d the effect of vibration from a train on the ground?

I can model in plaxis 2d the effect of vibration from a train on the ground?
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...
Mesh refinement in site response analysis

Dear All, I have a question on mesh refinement in site response analysis. In my model, I have a column which is 20m high and 1m wide. Following initial runs, I would like to run some analysis with...