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uplift
piled raft
PLAXIS 3D
Piled Raft Foundation
Shahab Pouriyan
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
Piled Raft Foundation
Shahab Pouriyan
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…
over 1 year ago
GeoStudio | PLAXIS
GeoStudio | PLAXIS Forum
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