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…

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…