3. Offshore Foundation Design
3.1 Shallow Foundation
3.1.1 Mudmat
Bearing capacity (API RP 2GEO)
Resistance: Sliding (API RP 2GEO-7.15) / Overturning (API RP 2GEO-7.16) / Torsion
Settlement (API RP 2GEO-7.8.1 / API RP 2GEO-7.8.2)
Skirt penetration (DNV RP C212 / DNV RP N103 / API RP 2GEO-7.12)
Recovery
3.1.2 Others
Plate anchor
Torpedo anchor
Drag embedded anchor
Gravity-based foundation
3.1.3 Challenging Topics
3.2 Deep Foundation
3.2.1 Driven Pile
PISA design model
Foundation design (API RP 2A-WSD 9.2.2)
Pile Installation (API RP 2A-WSD 15)
Pile Driving Analysis (PDA)
3.2.2 Suction Pile
Geotechnical holding capacity (API RP 2GEO 8)
Geotechnical suction pressure
Structural yield and buckling
Fabrication / Lifting / Transportation / Installation (DNV RP N103 / API RP 2SK E.3~7)
Operation: Corrosion / Fatigue