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Numerical Models in Geomechanics最新文献

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Hypoplastic description of the interface behaviour 界面行为的发育不良描述
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-10
I. Herle, K. Nübel
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引用次数: 4
Plasticity-induced coupling effects on the overall soil behaviour 塑性耦合对土壤整体特性的影响
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-49
A. Mellal
{"title":"Plasticity-induced coupling effects on the overall soil behaviour","authors":"A. Mellal","doi":"10.1201/9781003078548-49","DOIUrl":"https://doi.org/10.1201/9781003078548-49","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"540 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122460733","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Seismic analysis of piles and pile groups in liquefiable sand 可液化砂土中桩及群桩的地震分析
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-50
W. Finn, T. Thavaraj, D. Wilson, R. Boulanger, B. Kutter
{"title":"Seismic analysis of piles and pile groups in liquefiable sand","authors":"W. Finn, T. Thavaraj, D. Wilson, R. Boulanger, B. Kutter","doi":"10.1201/9781003078548-50","DOIUrl":"https://doi.org/10.1201/9781003078548-50","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"983 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"113995181","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Three-dimensional finite element analysis of slope stability, geometric and parametric studies 三维边坡稳定性有限元分析，几何参数研究
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-95
A. Sainak
{"title":"Three-dimensional finite element analysis of slope stability, geometric and parametric studies","authors":"A. Sainak","doi":"10.1201/9781003078548-95","DOIUrl":"https://doi.org/10.1201/9781003078548-95","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"23 11","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131540097","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Elasto-plastic liquefaction analysis of offshore foundations 近海地基弹塑性液化分析
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-76
H. Taiebat, J. Carter
{"title":"Elasto-plastic liquefaction analysis of offshore foundations","authors":"H. Taiebat, J. Carter","doi":"10.1201/9781003078548-76","DOIUrl":"https://doi.org/10.1201/9781003078548-76","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128720224","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Three-dimensional stability analysis of plate anchors in clay 粘土中板锚三维稳定性分析
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-84
R. Merifield, A. Lyamin, S. Sloan, Hai-Sui Yu
{"title":"Three-dimensional stability analysis of plate anchors in clay","authors":"R. Merifield, A. Lyamin, S. Sloan, Hai-Sui Yu","doi":"10.1201/9781003078548-84","DOIUrl":"https://doi.org/10.1201/9781003078548-84","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125631669","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
The buckling failure of tunnels induced by high horizontal stress in jointed rocks 节理岩体中高水平应力引起的隧道屈曲破坏
Numerical Models in Geomechanics Pub Date : 2020-12-04 DOI: 10.1201/9781003078548-62
Y. Hu, H. Kempfert
{"title":"The buckling failure of tunnels induced by high horizontal stress in jointed rocks","authors":"Y. Hu, H. Kempfert","doi":"10.1201/9781003078548-62","DOIUrl":"https://doi.org/10.1201/9781003078548-62","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"293 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114029630","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Drag anchor fluke-soil interaction in clays 粘土中拖曳锚锚-土相互作用
Numerical Models in Geomechanics Pub Date : 2003-02-01 DOI: 10.1139/T02-096
M. O'Neill, M. F. Bransby, M. Randolph
{"title":"Drag anchor fluke-soil interaction in clays","authors":"M. O'Neill, M. F. Bransby, M. Randolph","doi":"10.1139/T02-096","DOIUrl":"https://doi.org/10.1139/T02-096","url":null,"abstract":"Finite element analysis has been used to investigate the interaction between anchor flukes and undrained soil at failure. The behaviour of a rectangular and a wedge-shaped anchor has been investigated when the anchors are subject to combined rotational and translational loadings similar to those experienced during anchor dragging. The results have been presented in terms of a plasticity framework to produce an associated plastic failure locus for combined loading conditions. It is seen that the wedge-shaped anchor has a different shaped failure locus and displacements at failure because of its asymmetrical shape, and this will affect drag anchor behaviour. A new design method is introduced that aims to predict drag anchor embedment trajectory and holding capacity through examination of the fluke–soil interaction. The yield loci and plastic potentials produced from consideration of fluke–soil interaction are used in the new design method to predict drag anchor kinematics. Results from the new analysis meth...","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121869475","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 107
Calculation of soil displacements due to retaining wall construction 挡土墙施工土体位移计算
Numerical Models in Geomechanics Pub Date : 1900-01-01 DOI: 10.1201/9781003078548-99
P. Kudella, P. Mayer
{"title":"Calculation of soil displacements due to retaining wall construction","authors":"P. Kudella, P. Mayer","doi":"10.1201/9781003078548-99","DOIUrl":"https://doi.org/10.1201/9781003078548-99","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"84 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127132722","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
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