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Título : Static and dynamic finite element analysis of slope stability
Autor: Bojorque Iñeguez, Jaime Asdrubal
Director(es): Roeck, Guido de
Correspondencia: jaimeboj@yahoo.com
Palabras clave : Ingeniería Civil
Suelos
Estabilidad
Taludes
Nivel de audiencia: Tesis de Doctorado en Ingeniería Civil
Fecha de publicación : 22-may-2009
Fecha de fin de embargo: 22-may-2029
Paginación: 277 páginas
Editor: Katholieke Universiteit Leuven
Ciudad: 
Leuven
Código Interno : TPHD-03
Tipo: doctoralThesis
Abstract: 
Worldwide, 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.
Resumen : 
Worldwide, 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.
Grado Académico: 
Doctor en Ciencias de la Ingeniería
URI : http://dspace.ucuenca.edu.ec/handle/123456789/31630
https://www.kuleuven.be/doctoraatsverdediging/fiches/3E08/3E080285.htm
ISBN : 978-94-6018-070-5
Aparece en las colecciones: Tesis Doctoral/PHD

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