Pub Date : 2020-12-04DOI: 10.1201/9781003078548-10
I. Herle, K. Nübel
{"title":"Hypoplastic description of the interface behaviour","authors":"I. Herle, K. Nübel","doi":"10.1201/9781003078548-10","DOIUrl":"https://doi.org/10.1201/9781003078548-10","url":null,"abstract":"","PeriodicalId":158691,"journal":{"name":"Numerical Models in Geomechanics","volume":"72 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":"122138207","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}
Pub Date : 2020-12-04DOI: 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}
Pub Date : 2020-12-04DOI: 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}
Pub Date : 2020-12-04DOI: 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}
Pub Date : 2020-12-04DOI: 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}
Pub Date : 2020-12-04DOI: 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}
Pub Date : 2020-12-04DOI: 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}
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 flukesoil interaction. The yield loci and plastic potentials produced from consideration of flukesoil interaction are used in the new design method to predict drag anchor kinematics. Results from the new analysis meth...
{"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 flukesoil interaction. The yield loci and plastic potentials produced from consideration of flukesoil 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}
Pub Date : 1900-01-01DOI: 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}
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