{"title":"Numerical investigation on the pullout capacity of suction caissons in silty sand-over-clay deposit","authors":"Ningxin Yang, Mi Zhou, Yinghui Tian, Xihong Zhang","doi":"10.1139/cgj-2023-0555","DOIUrl":null,"url":null,"abstract":"This study conducts a thorough numerical analysis on the pullout capacity of suction caissons in sand-over-clay deposits. A validated finite element (FE) model is used and verified against available centrifuge experiments and numerical results. A parametric analysis is then performed to investigate the factors influencing the suction caisson’s pullout capacity, including caisson’s length, pad-eye position, and layered deposits. The FE outcomes provide insights into the following key design components: (i) the optimal pad-eye locations; (ii) the ultimate horizontal and vertical bearing capacities; and (iii) the horizontal load estimation at various pad-eyes attachments. A straightforward guideline for calculating the caisson’s pullout capacities is then established for preliminary estimations for suction caissons in silty sand-over-clay deposit.","PeriodicalId":505159,"journal":{"name":"Canadian Geotechnical Journal","volume":"60 17","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-08-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Canadian Geotechnical Journal","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1139/cgj-2023-0555","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
This study conducts a thorough numerical analysis on the pullout capacity of suction caissons in sand-over-clay deposits. A validated finite element (FE) model is used and verified against available centrifuge experiments and numerical results. A parametric analysis is then performed to investigate the factors influencing the suction caisson’s pullout capacity, including caisson’s length, pad-eye position, and layered deposits. The FE outcomes provide insights into the following key design components: (i) the optimal pad-eye locations; (ii) the ultimate horizontal and vertical bearing capacities; and (iii) the horizontal load estimation at various pad-eyes attachments. A straightforward guideline for calculating the caisson’s pullout capacities is then established for preliminary estimations for suction caissons in silty sand-over-clay deposit.