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dc.contributor.advisorRoeck, Guido dees_Es
dc.contributor.authorBojorque Iñeguez, Jaime Asdrubal-
dc.date.accessioned2018-11-22T16:07:54Z-
dc.date.available2018-11-22T16:07:54Z-
dc.date.issued2009-05-22-
dc.identifier.isbn978-94-6018-070-5es_ES
dc.identifier.urihttp://dspace.ucuenca.edu.ec/handle/123456789/31630-
dc.identifier.urihttps://www.kuleuven.be/doctoraatsverdediging/fiches/3E08/3E080285.htm-
dc.descriptionWorldwide, slope stability analysis is fundamental to satisfy the increasingly societal demand for safe infrastructures and natural resources. The finite element method (FEM) presents many advantages over classic methods, e.g., no a-priori failure mechanism is necessary to assess the stability of slopes. Furthermore, numerical techniques provide informationabout stresses and displacements, what contributes to the understandingof slope processes.The aim of this research is twofold. The first objective is to investigate the application of finite element analysis techniques in slope stability studies and to define ways to enhance its use in practical geotechnical applications. The second objective is exploring the use of FEM to detect the precursors to slope failure and to assist in defining the optimal positioning of sensors for slope stability monitoring. The research in these areas will contribute to a safe and a more economic design of slopes.es_ES
dc.description.abstractWorldwide, slope stability analysis is fundamental to satisfy the increasingly societal demand for safe infrastructures and natural resources. The finite element method (FEM) presents many advantages over classic methods, e.g., no a-priori failure mechanism is necessary to assess the stability of slopes. Furthermore, numerical techniques provide informationabout stresses and displacements, what contributes to the understandingof slope processes.The aim of this research is twofold. The first objective is to investigate the application of finite element analysis techniques in slope stability studies and to define ways to enhance its use in practical geotechnical applications. The second objective is exploring the use of FEM to detect the precursors to slope failure and to assist in defining the optimal positioning of sensors for slope stability monitoring. The research in these areas will contribute to a safe and a more economic design of slopes.es_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.publisherKatholieke Universiteit Leuvenes_ES
dc.relation.ispartofseriesTPHD-03es_Es
dc.subjectIngeniería Civiles_ES
dc.subjectSueloses_ES
dc.subjectEstabilidades_ES
dc.subjectTaludeses_Es
dc.titleStatic and dynamic finite element analysis of slope stabilityes_ES
dc.typedoctoralThesises_ES
dc.ucuenca.paginacion277 páginases_ES
dc.description.degreeDoctor en Ciencias de la Ingenieríaes_ES
dc.description.cityLeuvenes_ES
dc.ucuenca.idautor0102857885es_ES
dc.ucuenca.embargoend2029-05-22-
dc.ucuenca.correspondenciajaimeboj@yahoo.comes_ES
dc.audience.educationLevelTesis de Doctorado en Ingeniería Civiles_Es
Appears in Collections:Tesis Doctoral/PHD

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