Hi,
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 too.
How it is possible and how can I fix it?
Hello Shahab,
I noticed that you posted the same question twice. Please follow the link below to the original post:communities.bentley.com/.../piled-raft-foundation