{"title":"Governing parameter method for numerical integration of constitutive models for clays","authors":"M. Vukićević, S. Jocković","doi":"10.1201/9780429446931-41","DOIUrl":"https://doi.org/10.1201/9780429446931-41","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131537019","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}
{"title":"LDFEM analysis of FDP auger installation in cohesive soil","authors":"J. Konkol, L. Bałachowski, J. Linowiecki","doi":"10.1201/9780429446931-75","DOIUrl":"https://doi.org/10.1201/9780429446931-75","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128854096","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}
{"title":"Finite element modeling of innovative energy geo-structure behaviour","authors":"Federica Ronchi, D. Salciarini, C. Tamagnini","doi":"10.1201/9780429446931-54","DOIUrl":"https://doi.org/10.1201/9780429446931-54","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127798732","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}
{"title":"Measurement and analysis of ground contacts during rockfall events","authors":"W. Gerber, A. Caviezel","doi":"10.1201/9780429446931-19","DOIUrl":"https://doi.org/10.1201/9780429446931-19","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115422680","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}
{"title":"Tunnelling induced settlements—finite element predictions, soil model complexity and the empirical inverse Gaussian settlement curve","authors":"G. Marketos","doi":"10.1201/9780429446924-50","DOIUrl":"https://doi.org/10.1201/9780429446924-50","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123902779","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}
{"title":"Numerical simulation on the ground response in saturated sand","authors":"M. Morigi, G. Viggiani, R. Conti, C. Tamagnini","doi":"10.1201/9781351003629-101","DOIUrl":"https://doi.org/10.1201/9781351003629-101","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"167 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114443538","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}
{"title":"Interpretation of the cyclic behaviour of a saturated dense sand within an elasto-plastic framework","authors":"B. M. Dahl, M. S. Løyland, H. Jostad","doi":"10.1201/9780429446931-24","DOIUrl":"https://doi.org/10.1201/9780429446931-24","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"65 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114774687","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}
{"title":"Thermomechanical modelling of rock avalanches with debris, ice and snow entrainment","authors":"P. Bartelt, M. Christen, Y. Bühler, O. Buser","doi":"10.1201/9780429446924-18","DOIUrl":"https://doi.org/10.1201/9780429446924-18","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"416 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117308276","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}
Ming Zhang, Marcos Arroyo Alvarez de Toledo, A. Solé, M. Ciantia
{"title":"DEM modelling of dynamic penetration in granular material","authors":"Ming Zhang, Marcos Arroyo Alvarez de Toledo, A. Solé, M. Ciantia","doi":"10.1201/9780429446931-51","DOIUrl":"https://doi.org/10.1201/9780429446931-51","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123678402","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}
Lei Wang, W. Coombs, C. Augarde, M. Brown, J. Knappett, A. Brennan, C. Davidson, David Richards, A. Blake
{"title":"On the use of the material point method to model problems involving large rotational deformation","authors":"Lei Wang, W. Coombs, C. Augarde, M. Brown, J. Knappett, A. Brennan, C. Davidson, David Richards, A. Blake","doi":"10.1201/9780429446931-73","DOIUrl":"https://doi.org/10.1201/9780429446931-73","url":null,"abstract":": The Material Point Method (MPM) is a quasi Eulerian-Lagrangian approach to solve solid mechanics problems involving large deformations. In order to improve the stability of the MPM, several extensions have been proposed in the last decade. In these extensions, the sudden change of stiffness when a point crossing an element boundary in the standard MPM is avoided by replacing a material point with a deformable particle domain. The latest extensions are Convected Particle Domain Interpolation approaches, primarily including the CPDI1 and recently published CPDI2. We have unified the standard MPM and CPDI approaches into one implicit computational framework, and here investigate their ability to model problems involving large rotational deformation, which is essential in the installation of screw pile foundations. It was found that the CPDI2 approach can produce erroneous results due to particle domain distortion, while the CPDI1 approach and standard MPM can predict more physically realistic mechanical responses.","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128707733","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}