{"title":"未排水粘土中雪花桩极限侧压力的有限元分析","authors":"L. Gao, D. Lu, X. Gao","doi":"10.1680/jgele.23.00059","DOIUrl":null,"url":null,"abstract":"The finite element method is used to investigate the ultimate lateral pressure of snowflake pile in undrained clay in this paper. The effects of section geometry, lateral loading direction and pile-soil adhesion coefficient on the ultimate lateral pressure of snowflake pile are investigated by parametric analysis. The analysis results show that the normalized ultimate lateral pressure of snowflake pile gradually decreases as the flange length-thickness ratio λ increases, the normalized ultimate lateral pressure is linearly related to the pile-soil adhesion coefficient α, the normalized ultimate lateral pressure shows the trend of first decreasing and then increases with the increasing of lateral loading angle β. On this basis, the closed-form formula of the ultimate lateral pressure coefficient of snowflake pile is proposed. The research results can provide the basis for the design of snowflake pile in future.","PeriodicalId":501470,"journal":{"name":"Géotechnique Letters","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2023-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Finite element analysis of ultimate lateral pressure of snowflake pile in undrained clay\",\"authors\":\"L. Gao, D. Lu, X. Gao\",\"doi\":\"10.1680/jgele.23.00059\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The finite element method is used to investigate the ultimate lateral pressure of snowflake pile in undrained clay in this paper. The effects of section geometry, lateral loading direction and pile-soil adhesion coefficient on the ultimate lateral pressure of snowflake pile are investigated by parametric analysis. The analysis results show that the normalized ultimate lateral pressure of snowflake pile gradually decreases as the flange length-thickness ratio λ increases, the normalized ultimate lateral pressure is linearly related to the pile-soil adhesion coefficient α, the normalized ultimate lateral pressure shows the trend of first decreasing and then increases with the increasing of lateral loading angle β. On this basis, the closed-form formula of the ultimate lateral pressure coefficient of snowflake pile is proposed. The research results can provide the basis for the design of snowflake pile in future.\",\"PeriodicalId\":501470,\"journal\":{\"name\":\"Géotechnique Letters\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2023-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Géotechnique Letters\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1680/jgele.23.00059\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Géotechnique Letters","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgele.23.00059","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Finite element analysis of ultimate lateral pressure of snowflake pile in undrained clay
The finite element method is used to investigate the ultimate lateral pressure of snowflake pile in undrained clay in this paper. The effects of section geometry, lateral loading direction and pile-soil adhesion coefficient on the ultimate lateral pressure of snowflake pile are investigated by parametric analysis. The analysis results show that the normalized ultimate lateral pressure of snowflake pile gradually decreases as the flange length-thickness ratio λ increases, the normalized ultimate lateral pressure is linearly related to the pile-soil adhesion coefficient α, the normalized ultimate lateral pressure shows the trend of first decreasing and then increases with the increasing of lateral loading angle β. On this basis, the closed-form formula of the ultimate lateral pressure coefficient of snowflake pile is proposed. The research results can provide the basis for the design of snowflake pile in future.
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