Effect of seafloor instability on offshore pile foundations
Keyword(s):
This paper employs a modified nonlinear boundary element approach to analyze the response of offshore piles subjected to external soil movements arising from submarine slides. Theoretical solutions for a realistic hypothetical offshore pile computed by the approach are presented and discussed. The analysis is then used to analyze the behaviour of two full-scale offshore piles in submarine slide areas, and reasonable agreement is found between observed and theoretical behaviour. Key words: seafloor instability, submarine slides, offshore piles, theoretical solutions, field tests.
1989 ◽
Vol 69
(3)
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pp. 711-714
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2021 ◽
2005 ◽
Vol 132
(4)
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pp. 351-369
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2004 ◽
Vol 16
(2)
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pp. 116-121
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1988 ◽
pp. 305-314
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