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Recent content by Milo77
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Base Inclination Factor for Raking Pile
Hello, I am using API guidance to design a series of raking piles for an offshore platform. The piles are inclined at 12.5°, however, I am not aware of an inclination factor that should be applied to the end bearing resistance of a piled foundation. Is there any other guidance out there? To...- Milo77
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- Replies: 3
- Forum: Foundation engineering
