RE: SoilTest is not working
Dear Mihimal,
As explained in the link below, SoilTest requires to activate the Geotechnical SELECT Entitlements which is available with a SELECT subscription: https://communities.bentley.com/products/geotech-analysis/w/plaxis-soilvision-wiki/42955…
RE: Dynamic loading
Dear Mihimal,
Based on the information provided it's hard to say what causes this. The most likely reason is that when you change the magnitude of the load, you changed the magnitude of the static part of the load and not of the dynamic part of the…
RE: Reduce settlement
Dear Mihimal,
There is no clear answer to that since it depends on what causes the dynamic settlements to be too high. It could be as simple as elastic stiffness, but also strength, damping or the load signal that is applied (symmetric vs asymmetric…
3D to 2D conversion
Hi all, Currently, I am using a plane strain model. In the model, the soil parameters that I am using are from my laboratory and field results.
Since I am using a plane strain model (2D), do I need to convert the input soil parameters? If I need to…