Experimental study for wave-induced pore-water pressures in a porous seabed around a mono-pile
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Wang, P
Zhai, H
Zhang, Q
Chen, L
Duan, L
Liu, Y
Jeng, DS
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Abstract
In this paper, the results of a series of experiments on wave-induced pore-water pressures around a mono-pile are presented. Unlike the previous study, in which the mono-pile was fully buried, the mono-pile in this study was installed at 0.6 m below the seabed surface. In this study, we focus on the pore-water pressures around the mono-pile and beneath the pile. The experimental results lead to the following conclusions: (1) the seabed response is more pronounced near the surface (in the region above 30 cm deep), and the rate of pore pressure attenuation gradually slows down. For the region below 0.3 m, the response is much smaller; (2) in general, along the surface of the pile, pore pressures increase as the wave height and wave period increase; (3) the spatial distribution of pore pressure near the pile will vary with different wave periods, while the wave height only has a significant effect on the amplitude; and (4) At z = −0.15 m, the pore pressure in front of the pile is the largest, while at the point 0.1 m below the bottom of the pile, the largest pore pressure occurs behind the pile.
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Journal of Marine Science and Engineering
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7
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7
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© 2019 The Author(s). Licensee MDPI, Basel, Switzerland. This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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Oceanography
Environmental sciences
Fisheries sciences
Maritime engineering
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Wang, S; Wang, P; Zhai, H; Zhang, Q; Chen, L; Duan, L; Liu, Y; Jeng, DS, Experimental study for wave-induced pore-water pressures in a porous seabed around a mono-pile, Journal of Marine Science and Engineering, 2019, 7 (7), pp. 237-237