A novel torsional test system for centrifugal modelling of interaction between finned suction caisson and soil

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL Ocean Engineering Pub Date : 2025-01-15 Epub Date: 2024-12-01 DOI:10.1016/j.oceaneng.2024.119896
Jinxin Sun , Zhaofeng Li , Jinhui Li , Zitao Zhang
{"title":"A novel torsional test system for centrifugal modelling of interaction between finned suction caisson and soil","authors":"Jinxin Sun ,&nbsp;Zhaofeng Li ,&nbsp;Jinhui Li ,&nbsp;Zitao Zhang","doi":"10.1016/j.oceaneng.2024.119896","DOIUrl":null,"url":null,"abstract":"<div><div>Suction caissons have been used in floating offshore wind farms worldwide with new types of finned suction caissons emerging to resist torque-loading. The additional fins attached to the caisson are expected to improve the torque-bearing performance, but the mechanism is yet to be clarified. Therefore, a novel torsional centrifugal modelling test system is developed to investigate the interaction between finned caisson and soil. The system is composed of the interacting chamber, the loading module, the transmitting module, and the measuring module. It allows precise control of the suction caisson penetration and pure torsional loading, which is validated by two torsion tests on a traditional caisson and a finned caisson. The results show that the torque-bearing capacity of the finned caisson is about 9.7 times that of the traditional caisson. The existence of the fins changes the failure mode from the interfacial friction failure between the caisson and the soil to the global soil-soil shear failure. The development of pore water pressure in soil was significantly changed by fins during torsional loading. The sudden change in the pore water pressure and soil pressure on the rear side of the fins indicates that tension gaps can be produced. The test results indicate that the developed test system is capable of evaluating the torsional performance considering foundation-soil interaction effectively.</div></div>","PeriodicalId":19403,"journal":{"name":"Ocean Engineering","volume":"316 ","pages":"Article 119896"},"PeriodicalIF":5.5000,"publicationDate":"2025-01-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ocean Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0029801824032347","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2024/12/1 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

Suction caissons have been used in floating offshore wind farms worldwide with new types of finned suction caissons emerging to resist torque-loading. The additional fins attached to the caisson are expected to improve the torque-bearing performance, but the mechanism is yet to be clarified. Therefore, a novel torsional centrifugal modelling test system is developed to investigate the interaction between finned caisson and soil. The system is composed of the interacting chamber, the loading module, the transmitting module, and the measuring module. It allows precise control of the suction caisson penetration and pure torsional loading, which is validated by two torsion tests on a traditional caisson and a finned caisson. The results show that the torque-bearing capacity of the finned caisson is about 9.7 times that of the traditional caisson. The existence of the fins changes the failure mode from the interfacial friction failure between the caisson and the soil to the global soil-soil shear failure. The development of pore water pressure in soil was significantly changed by fins during torsional loading. The sudden change in the pore water pressure and soil pressure on the rear side of the fins indicates that tension gaps can be produced. The test results indicate that the developed test system is capable of evaluating the torsional performance considering foundation-soil interaction effectively.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
一种新型的翅片吸力沉箱与土相互作用离心模型扭转试验系统
吸式沉箱在海上浮式风电场中得到了广泛的应用,新型的翅片式吸式沉箱不断涌现。附加在沉箱上的附加翅片有望改善扭矩承载性能,但其机制尚未明确。为此,开发了一种新型的扭转离心模型试验系统来研究翅片沉箱与土体的相互作用。该系统由交互室、加载模块、传输模块和测量模块组成。通过对传统沉箱和翅片沉箱进行两次扭转测试,可以精确控制吸吸沉箱的穿透和纯扭转载荷。结果表明:翅片沉箱的抗扭承载力约为传统沉箱的9.7倍;翅片的存在改变了沉箱破坏模式,由沉箱与土体的界面摩擦破坏转变为整体土体-土体剪切破坏。在扭转荷载作用下,翅片对土体孔隙水压力的发展有显著影响。翅片后侧孔隙水压力和土压力的突然变化表明可以产生张力间隙。试验结果表明,所开发的试验系统能够有效地评价考虑地基-土相互作用的抗扭性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
期刊最新文献
Incorporation of movement pattern analysis into route searching for ship ETA prediction Assessing wind-wave forces on smooth and rough horizontal cylinders by neural networks SPH-based numerical investigation into hydrodynamic performance and solitary-wave-based mooring screening of FPV array shielded by breakwaters Influence of earthquake duration on the non-linear slosh dynamics of chamfered bottom liquid tanks using Mixed-Eulerian Lagrangian approach Buckling of the constrained subsea FGP-GPLs liner under pressure loading and heating field based on multi-source data fusion scheme
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1