Pile group effect on the wave loading of a slender pile: A small-scale model study
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- 作者：Lisham Bonakdar ; l.bonakdar@tu-braunschweig.de" class="auth_mail" title="E-mail the corresponding author ; Hocine Oumeraci
- 关键词：Wave load ; Slender pile ; Pile group effect ; Pile group arrangement ; Relative spacing ; KC number
- 刊名：Ocean Engineering
- 出版年：2015
- 出版时间：1 November 2015
- 年：2015
- 卷：108
- 期：Complete
- 页码：449-461
- 全文大小：2126 K
文摘
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Breaking and non-breaking wave loads on pile groups are experimentally studied.
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Different pile arrangements including single, side by side, tandem, 2×2 are tested.
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Pile group effect is more significant for non-breaking waves than breaking and broken waves.
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Interference effects of adjacent piles are more noticeable for closely-spaced piles.