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This paper presents a study on allowable suction pressure envelopes for suction piles, focusing on soil failure and structural buckling. It utilizes 3D nonlinear finite element analysis to compare various industrial codes and standards, emphasizing the importance of considering structural buckling for large D/t ratio piles. The findings indicate that different codes suggest varying buckling strengths, highlighting the need for careful design to ensure safe and economical suction pile installations.

Author
Warren Kuo
Language
EN

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