Ning Wang , Ruihu Zhu , Qiming Wang , Siyuan He , Ling Qiu
{"title":"Analysis on the mechanical properties of TPJ foundation during scour development under different wave and current parameters","authors":"Ning Wang , Ruihu Zhu , Qiming Wang , Siyuan He , Ling Qiu","doi":"10.1016/j.marstruc.2025.103899","DOIUrl":null,"url":null,"abstract":"<div><div>In order to analyse the changes in the mechanical properties of the tetrapod piled jacket (TPJ) foundation under wave-current during scour development, a scour test is conducted in a wave current flume. This test allows for the simultaneous detection of several key parameters, including the scour depth around the pile, the bending moment of the pile, the displacement of the tower top, and the secant stiffness of foundation. The results demonstrate that the scour depth of the upstream piles is greater than that of the downstream piles due to the shading effect of the upstream pile, which results in a 24.7 % greater bending moment in the upstream pile compared to the downstream pile. The correlation coefficient between the accumulated displacement of the tower top and the scour depth is greater than 0.9, indicating a strong correlation between the two variables. An increase in the strength of the current will lead to a significant increase in the accumulated displacement. The secant stiffness of foundation is mainly affected by the wave-induced pore pressure, scour, and cyclic loading.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"104 ","pages":"Article 103899"},"PeriodicalIF":5.1000,"publicationDate":"2025-07-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833925001224","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
In order to analyse the changes in the mechanical properties of the tetrapod piled jacket (TPJ) foundation under wave-current during scour development, a scour test is conducted in a wave current flume. This test allows for the simultaneous detection of several key parameters, including the scour depth around the pile, the bending moment of the pile, the displacement of the tower top, and the secant stiffness of foundation. The results demonstrate that the scour depth of the upstream piles is greater than that of the downstream piles due to the shading effect of the upstream pile, which results in a 24.7 % greater bending moment in the upstream pile compared to the downstream pile. The correlation coefficient between the accumulated displacement of the tower top and the scour depth is greater than 0.9, indicating a strong correlation between the two variables. An increase in the strength of the current will lead to a significant increase in the accumulated displacement. The secant stiffness of foundation is mainly affected by the wave-induced pore pressure, scour, and cyclic loading.
期刊介绍:
This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.