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.
Funder
National 1000 Talent Project
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
Reference29 articles.
1. Liquefaction around Mainre Structures;Sumer,2014
2. Mechanics of Wave-Seabed-Structure Interactions: Modelling, Processes and Applications;Jeng,2018
3. Mechanism of Wave-Induced Liquefaction and Densification in Seabed
4. The Mechanics of Scour in the Marine Environment;Sumer,2002
5. Porous Models for Wave-Seabed Interactions;Jeng,2013
Cited by
15 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献