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- W2763397569 abstract "This paper presents an experimental study on the wave-induced behavior of monopiles. Laboratory experiments were conducted at the constant initial state of the sandy beds in a wave flume with a soil trench. The responses of the pilehead displacement, the pile strain and the pore water pressure on regular waves were investigated. The experimental results show that the monopiles lean along the direction of the wave progression and the inclination increases with the duration of wave actions. The pile-head displacement (consisting of the permanent displacement and cyclic displacement) increases as the wave height increases, especially more significantly for the permanent displacement. The head-fixed pile suffers from larger wave load than that on the head-free pile under the same wave condition. Increasing pile diameter or fixing fins on the monopile is effective in reducing the pore water pressure in the upper part of the bed and the permanent displacement." @default.
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- W2763397569 date "2017-10-01" @default.
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- W2763397569 title "Experimental study on the cyclic behavior of monopiles in fine sandy beds under regular waves" @default.
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- W2763397569 doi "https://doi.org/10.1007/s13344-017-0070-x" @default.
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