https://communities.bentley.com/products/geotech-analysis/f/forum/204500/pile-shaft-resistance-in-2dHi 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 &amp; qs) with the Rinter in our model. It seems like we cannoten-USTelligent Community 12https://communities.bentley.com/thread/615977?ContentTypeID=1Fri, 23 Oct 2020 07:53:16 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:16203feb-4c56-4110-89d6-26df06f50ea2Stefanos Papavasileiou<p>Dear David,</p> <p>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.</p><div style="clear:both;"></div>https://communities.bentley.com/thread/615117?ContentTypeID=1Tue, 20 Oct 2020 07:09:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d109c043-d6f2-4c01-aafe-a8d1f7d5ed01Ahmad Rahmani<p>add interface around your cluster and bottom of it.read interface normal force for Qp and shear force of vertical interface for Qs.</p><div style="clear:both;"></div>