港口航道与近海工程2025，Vol.62Issue(6)：43-47,54,6.DOI:10.16403/j.cnki.ggjs20250609
桩基承台结构波浪作用力变化规律试验研究
Experimental Study on Variation Law of Wave Force Acting on Pile Cap Structure
Feng Wei 1He Jun2
作者信息
- 1. CCCC Second Harbor Consultants Co.,Ltd.,Wuhan Hubei 430060,China
- 2. China Communications Water Transportation Planning and Design Institute,Beijing 100007,China
- 折叠
摘要
Abstract
Pile cap structure is widely used in port engineering,and the wave impact on the structure is always been focused on.However,the existing researches mainly cover the formula derivation and numerical calculation,and are short of the data on the distribution pattern of wave-induced forces on pile cap structure.Thus Quanmei Petrochemical Wharf Project at Tsuen Wan harbor of Huizhou Port was selected to systematically investigate the distribution characteristics of wave force on pile caps and the influencing factors through 3D physical model tests,The results indicate that the maximum bottom pressure of each pile cap occurs while water level reaches 2.45 m under different wave directions.Wave slamming intensity is significantly influenced by wave parameters,water levels,the elevation and sizes of pile caps.These factors shall be fully considered in the design of pile caps to ensure a safe and stable structure.关键词
码头/桩基承台/波浪力/砰击/模型试验Key words
wharf/pile caps/wave force/slamming/model tests分类
建筑与水利引用本文复制引用
Feng Wei,He Jun..桩基承台结构波浪作用力变化规律试验研究[J].港口航道与近海工程,2025,62(6):43-47,54,6.
