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Dear All, I hope you are all fine. I am experiencing some problems during local seismic response analysis with soil-structure interaction in Plaxis 3D (coupled approach). In particular, all materials were modeled using Hardening Soil Small Strain…

Hi, Highly appreciate if someone can share possible solution. I am trying to calibrate Plaxis with DeepSoil. DeepSoil gives higher PSA at the surface. Plaxis gives lower PSA at the surface I suspect that material input in Plaxis do not correspond…