An Experimental Study on the Wave-Induced Pore Water Pressure Change and Relative Influencing Factors in the Silty Seabed

作     者：LI Anlong LUO Xiaoqiao LIN Lin YE Qing LI Chunyu 

作者机构：Key Lab of Submarine Geosciences and Prospecting TechniquesMinistry of EducationOcean University of China College of Marine GeosciencesOcean University of China CNPC Research Institute of Engineering Technology Shengli Xinke Marine Survey and Mapping Co.Ltd. 

出 版 物：《Journal of Ocean University of China》 (中国海洋大学学报（英文版）)

年 卷 期：2014年第13卷第6期

页      面：911-916页

核心收录：

学科分类：07[理学] 0707[理学-海洋科学] 

基　　金：financially supported by the National Fundamental Research Program of Ministry of Science & Technology China (Grant No. 2010CB951202) 

主　　题：wave action  silty seabed  pore water pressure development  influencing factor 

摘      要：In this study, a flume experiment was designed to investigate the characteristics of wave-induced pore water pressure in the soil of a silty seabed with different clay contents, soil layer buried depths and wave heights respectively. The study showed that water waves propagating over silty seabed can induce significant change of pore water pressure, and the amplitude of pore pressure depends on depth of buried soil layer, clay content and wave height, which are considered as the three influencing factors for pore water pressure change. The pressure will attenuate according to exponential law with increase of soil layer buried depth, and the attenuation being more rapid in those soil layers with higher clay content and greater wave height. The pore pressure in silty seabed increases rapidly in the initial stage of wave action, then decreases gradually to a stable value, depending on the depth of buried soil layer, clay content and wave height. The peak value of pore pressure will increase if clay content or depth of buried soil layer decreases, or wave height increases. The analysis indicated that these soils with 5% clay content and waves with higher wave height produce instability in bed easier, and that the wave energy is mostly dissipated near the surface of soils and 5% clay content in soils can prevent pore pressure from dissipating immediately.