{"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":54572,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","volume":" 4","pages":"0"},"PeriodicalIF":2.0000,"publicationDate":"2023-11-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Geotechnical Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/jgeen.22.00063","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","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.
期刊介绍:
Geotechnical Engineering provides a forum for the publication of high quality, topical and relevant technical papers covering all aspects of geotechnical research, design, construction and performance. The journal aims to be of interest to those civil, structural or geotechnical engineering practitioners wishing to develop a greater understanding of the influence of geotechnics on the built environment.