Hi everyone,
I am currently try to modelling a single plie as soil cluster in an axisymmetric model.
I am just wondering how could we link the tip capacity and ultimate shaft friction (qp & qs) with the Rinter in our model.
It seems like we cannot just into these two values, right? I guess it is the Rinter controls the pile resistance.
Thanks a million.
Regards.
Dear David,
As Ahmad mentioned when you are interested in modelling the soil - pile interaction, an interface is required to be added around the volume pile. The results of the interface in Output program can be used then, to extract the information you are interested in.