A practical procedure for determining soil parameters of peat for finite element analysis using the cam clay model

IF 4.6 Q2 MATERIALS SCIENCE, BIOMATERIALS
Hirochika Hayashi, Nobutaka Yamazoe
{"title":"A practical procedure for determining soil parameters of peat for finite element analysis using the cam clay model","authors":"Hirochika Hayashi, Nobutaka Yamazoe","doi":"10.1680/jgeen.22.00063","DOIUrl":null,"url":null,"abstract":"This paper presents a practical procedure for determining soil parameters used when analysing the deformation of peat ground by finite element analysis (FE analysis) using the Cam clay model. In practice, FE analysis has not been used frequently to predict the deformation of peat ground, even though FE analysis can be a powerful tool for its prediction. The main reason is that a practical method for determining parameters has not been established. In this paper, firstly, the remarkable correlation between the soil parameters required for FE analysis using the Cam clay model and the natural water content (w n ) and ignition loss (L i ), respectively, of peat and organic clay is presented. Next, based on this correlation, a flowchart for determining the soil parameters of peat and organic clay is proposed. By using this chart, it is possible to directly determine the soil parameters from triaxial compression, oedometer and other detailed tests or to estimate the soil parameters from w n , L i and other physical indexes. We also conducted a trial embankment on peat ground in Hokkaido, Japan. FE analysis was performed on the trial embankment using the proposed procedure for determining soil parameters. The results of the FE analysis corresponded to the measured settlement behaviour in the trial embankment with an accuracy in the range of −4% to +8%. The FE analysis results also expressed the measured behaviour of pore water pressure and lateral and vertical displacement in the trial embankment very well.","PeriodicalId":2,"journal":{"name":"ACS Applied Bio Materials","volume":null,"pages":null},"PeriodicalIF":4.6000,"publicationDate":"2023-11-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ACS Applied Bio Materials","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgeen.22.00063","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, BIOMATERIALS","Score":null,"Total":0}
引用次数: 0

Abstract

This paper presents a practical procedure for determining soil parameters used when analysing the deformation of peat ground by finite element analysis (FE analysis) using the Cam clay model. In practice, FE analysis has not been used frequently to predict the deformation of peat ground, even though FE analysis can be a powerful tool for its prediction. The main reason is that a practical method for determining parameters has not been established. In this paper, firstly, the remarkable correlation between the soil parameters required for FE analysis using the Cam clay model and the natural water content (w n ) and ignition loss (L i ), respectively, of peat and organic clay is presented. Next, based on this correlation, a flowchart for determining the soil parameters of peat and organic clay is proposed. By using this chart, it is possible to directly determine the soil parameters from triaxial compression, oedometer and other detailed tests or to estimate the soil parameters from w n , L i and other physical indexes. We also conducted a trial embankment on peat ground in Hokkaido, Japan. FE analysis was performed on the trial embankment using the proposed procedure for determining soil parameters. The results of the FE analysis corresponded to the measured settlement behaviour in the trial embankment with an accuracy in the range of −4% to +8%. The FE analysis results also expressed the measured behaviour of pore water pressure and lateral and vertical displacement in the trial embankment very well.
确定泥炭土参数的实用程序,用于用凸轮粘土模型进行有限元分析
本文介绍了用Cam粘土模型进行泥炭地变形有限元分析时,确定土壤参数的实用方法。在实践中,尽管有限元分析是预测泥炭地变形的有力工具,但有限元分析并没有经常被用于预测泥炭地的变形。主要原因是尚未建立一种确定参数的实用方法。本文首先提出了用Cam粘土模型进行有限元分析所需的土壤参数分别与泥炭土和有机粘土的天然含水量(w n)和燃失量(L i)之间的显著相关性。其次,基于这种相关性,提出了泥炭和有机粘土土壤参数的确定流程图。利用该图,可以直接从三轴压缩、测径仪等详细试验中确定土壤参数,也可以从wn、li等物理指标中估算土壤参数。我们还在日本北海道的泥炭地上进行了试验路堤。利用提出的确定土壤参数的程序对试验路堤进行了有限元分析。有限元分析的结果与试验路堤的实测沉降行为相对应,精度在−4%至+8%之间。有限元分析结果也很好地表达了试验路堤孔隙水压力、侧向位移和竖向位移的实测特性。
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 求助全文
来源期刊
ACS Applied Bio Materials
ACS Applied Bio Materials Chemistry-Chemistry (all)
CiteScore
9.40
自引率
2.10%
发文量
464
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信