Pub Date : 2018-06-19DOI: 10.1201/9780429446931-26
J. Jerman, D. Mašín
{"title":"A hypoplastic model for soft clays incorporating strength anisotropy","authors":"J. Jerman, D. Mašín","doi":"10.1201/9780429446931-26","DOIUrl":"https://doi.org/10.1201/9780429446931-26","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"98 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":"133029276","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 : 2018-06-19DOI: 10.1201/9780429446924-26
J. Castro, J. Cañizal, A. D. Costa, Marina Miranda, C. Sagaseta, J. Casanueva
{"title":"Numerical analyses of a pile wall at the toe of a natural slope","authors":"J. Castro, J. Cañizal, A. D. Costa, Marina Miranda, C. Sagaseta, J. Casanueva","doi":"10.1201/9780429446924-26","DOIUrl":"https://doi.org/10.1201/9780429446924-26","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"87 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":"133869712","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 : 2018-06-19DOI: 10.1201/9780429446931-16
C. Fabris, H. Schweiger, F. Tschuchnigg
{"title":"Fe-analysis of anchor pull out tests using advanced constitutive models","authors":"C. Fabris, H. Schweiger, F. Tschuchnigg","doi":"10.1201/9780429446931-16","DOIUrl":"https://doi.org/10.1201/9780429446931-16","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"68 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":"115212998","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 : 2018-06-19DOI: 10.1201/9780429446924-10
N. O'riordan, A. Cañavate-Grimal, S. Kumar, F. Ciruela-Ochoa
{"title":"Analysis of friction piles in consolidating soils","authors":"N. O'riordan, A. Cañavate-Grimal, S. Kumar, F. Ciruela-Ochoa","doi":"10.1201/9780429446924-10","DOIUrl":"https://doi.org/10.1201/9780429446924-10","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"490 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":"114397241","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 : 2018-06-19DOI: 10.1201/9780429446931-34
M. Rezania, M. M. Nezhad, H. Nguyen
{"title":"A Time Dependent Constitutive Model for Soft Clay Based on Nonstationary Flow Surface Theory","authors":"M. Rezania, M. M. Nezhad, H. Nguyen","doi":"10.1201/9780429446931-34","DOIUrl":"https://doi.org/10.1201/9780429446931-34","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"71 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":"114873577","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 : 2018-06-19DOI: 10.1201/9780429446924-49
A. D. Lillis, V. Gori, S. Miliziano
{"title":"Numerical modelling strategy to accurately assess lining stresses in mechanized tunneling","authors":"A. D. Lillis, V. Gori, S. Miliziano","doi":"10.1201/9780429446924-49","DOIUrl":"https://doi.org/10.1201/9780429446924-49","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"66 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":"115292387","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 : 2018-06-19DOI: 10.1201/9781351003629-50
Dhananjay Ghangale, Jordi Romeu Garbí, Robert Arcos Villamarín, B. Noori, Arnau Clot Razquin, Julián Francisco Cayero Becerra
Semi-analytical prediction models for railway-induced vibration problems consider a two-dimensional track coupled with a three-dimensional soil. The semi-analytical models found in the literature assume a simplified model of force distribution for representing track/soil interactions. based on a rectangular strip load that acts on the soil surface. Because an accurate modelling of the track/soil interface forces is a key factor to obtain reliable prediction results of the vibration levels on the ground or on the surrounding buildings, this paper is intended to study the validity of consideringa rectangular strip track/soil coupling load. The results associated to consider a rectangular strip track/soil coupling load are compared with the ones obtained from a two-and-a-half dimensional coupled finite element-boundary element model of the track/soil system, which is considered an accurate numerical model. For the presen t study, the soil is assumed as a homogeneous halfspace. Some proposals to enhance the accuracy of the rectangular strip modelling are also presented.
{"title":"Study of the validity of a rectangular strip track/soil coupling in railway semi-analytical prediction models","authors":"Dhananjay Ghangale, Jordi Romeu Garbí, Robert Arcos Villamarín, B. Noori, Arnau Clot Razquin, Julián Francisco Cayero Becerra","doi":"10.1201/9781351003629-50","DOIUrl":"https://doi.org/10.1201/9781351003629-50","url":null,"abstract":"Semi-analytical prediction models for railway-induced vibration problems consider a two-dimensional track coupled with a three-dimensional soil. The semi-analytical models found in the literature assume a simplified model of force distribution for representing track/soil interactions. based on a rectangular strip load that acts on the soil surface. Because an accurate modelling of the track/soil interface forces is a key factor to obtain reliable prediction results of the vibration levels on the ground or on the surrounding buildings, this paper is intended to study the validity of consideringa rectangular strip track/soil coupling load. The results associated to consider a rectangular strip track/soil coupling load are compared with the ones obtained from a two-and-a-half dimensional coupled finite element-boundary element model of the track/soil system, which is considered an accurate numerical model. For the presen t study, the soil is assumed as a homogeneous halfspace. Some proposals to enhance the accuracy of the rectangular strip modelling are also presented.","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"96 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":"124686167","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 : 2018-06-19DOI: 10.1201/9780429446931-86
A. K. Lysdahl, L. Andresen, M. Vöge
{"title":"Construction of bedrock topography from airborne-EM data by artificial neural network","authors":"A. K. Lysdahl, L. Andresen, M. Vöge","doi":"10.1201/9780429446931-86","DOIUrl":"https://doi.org/10.1201/9780429446931-86","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"7 3 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":"123661983","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 : 2018-06-19DOI: 10.1201/9780429446931-42
H. Bayesteh, T. Ghasempour
{"title":"DEM simulation of the mechanism of particle dissolution on the behavior of collapsible soils","authors":"H. Bayesteh, T. Ghasempour","doi":"10.1201/9780429446931-42","DOIUrl":"https://doi.org/10.1201/9780429446931-42","url":null,"abstract":"","PeriodicalId":107346,"journal":{"name":"Numerical Methods in Geotechnical Engineering IX","volume":"5 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":"124137318","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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