Hi Guys, Regarding pile modelling in PLAXIS 3D v 8.5, (static Load Test) I am wondering if anybody can tell me how to separate between shaft resistance and end-bearing, to make it more specific, I wanna see the distribution of skin resistance with depth? Thanks for any help
Rock Mechanics Soil Mechanics / Geotechnical Research Computational Geomechanics Deep Foundations Geotechnical Earthquake Engineering & Soil Dynamics Tunneling & Underground Construction

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