{"title":"淤泥质砂-粘土沉积中吸水沉箱的抗拔能力数值研究","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":"{\"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}","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}
Numerical investigation on the pullout capacity of suction caissons in silty sand-over-clay deposit
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.