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Design Considerations for Pile Groups Supporting Marine Structures with Respect to Scour

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Figure

Figure 1. Global scour: wide depression around a jacket structure (after Whitehouse [10])
Figure 3(a) shows the load-deflection curve for the 3 × 3 battered piles with 3F6R arrangement
Figure 3. Load-deflection curves for the 3 × 3 battered pile groups considering two pile arrangements: (a) 3F6R ar- rangement and (b) 6F3R arrangement
Figure 5. Load-displacement curves for different pile batter angle.
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