https://communities.bentley.com/products/geotech-analysis/f/forum/224021/piled-raft-foundationHi, I modeled a “Piled Raft Foundation” on “Saturated Soft Clay” soil (Mohr - Coulomb); under combined loading (Uplift “510 kN” + Lateral “130kN”). But in output results (Deformed Mesh); it seems that adjacent soils of Raft moved up along it tooen-USTelligent Community 12https://communities.bentley.com/thread/689554?ContentTypeID=1Fri, 31 Dec 2021 10:17:17 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:010eb1f9-4f93-43b2-ac25-931dcff5c426Stefanos Papavasileiou<p>Hello Shahab,</p> <p>I noticed that you posted the same question twice. Please follow the link below to the original post:<br /><a href="https://communities.bentley.com/products/geotech-analysis/f/plaxis-soilvision-forum/224020/piled-raft-foundation">communities.bentley.com/.../piled-raft-foundation</a></p><div style="clear:both;"></div>