We are trying to model foundation piles as a frame element with discrete points spring ( P-y , T-Z & Q-z ) spaced at 1.00 m segmentation of the depth, so the question now what is the most exact method can we extract piles points springs verses depth from plaxis 3d analysis.
Based on the information shared, you can simply extract the results for each point at various depths of the structural element and create the load-displacement curve (e.g. P-y curves) for the case of a foundation pile. This will be based on the applied load in each of the cases you have.
This may require some post-processing if you are interested in using these in a structural software.
Answer Verified By: Amir Omar