Xi Peng, Yongle Qi, Mi Zhou, Xihong Zhang, Yinghui Tian
{"title":"The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay","authors":"Xi Peng, Yongle Qi, Mi Zhou, Xihong Zhang, Yinghui Tian","doi":"10.1007/s11440-024-02473-y","DOIUrl":null,"url":null,"abstract":"<div><p>This paper investigates the impact of spudcan foundations penetration on nearby caisson foundations, a critical aspect in offshore wind turbine system (OWT) installations. This study employs numerical simulations to analyze the responses of a caisson to adjacent spudcan penetration in nonhomogeneous clay, focusing on deformation mechanisms and their quantification through large deformation finite elements (LDFE). By validating numerical models with existing data on penetration resistance and soil deformation, and conducting an extensive parametric study, key factors influencing caisson deformation are identified, which include the proximity of the spudcan to the caisson, the caisson’s length over diameter ratio, and the soil property. The findings reveal three distinct deformation mechanisms of the caisson, leading to the development of empirical formulae for estimating the rotational angle of a caisson, where rotation angles of simulated cases are between 0° and 0.4°. This offers valuable design guidance for construction of caissons in OWTs.</p></div>","PeriodicalId":49308,"journal":{"name":"Acta Geotechnica","volume":"20 5","pages":"2441 - 2459"},"PeriodicalIF":5.6000,"publicationDate":"2024-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Acta Geotechnica","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s11440-024-02473-y","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
This paper investigates the impact of spudcan foundations penetration on nearby caisson foundations, a critical aspect in offshore wind turbine system (OWT) installations. This study employs numerical simulations to analyze the responses of a caisson to adjacent spudcan penetration in nonhomogeneous clay, focusing on deformation mechanisms and their quantification through large deformation finite elements (LDFE). By validating numerical models with existing data on penetration resistance and soil deformation, and conducting an extensive parametric study, key factors influencing caisson deformation are identified, which include the proximity of the spudcan to the caisson, the caisson’s length over diameter ratio, and the soil property. The findings reveal three distinct deformation mechanisms of the caisson, leading to the development of empirical formulae for estimating the rotational angle of a caisson, where rotation angles of simulated cases are between 0° and 0.4°. This offers valuable design guidance for construction of caissons in OWTs.
期刊介绍:
Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.