Exploració per autor "Toledo Municio, Miguel Ángel"
Ara es mostren els items 1-11 de 11
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An empirical comparison of machine learning techniques for dam behaviour modelling
Salazar González, Fernando; Toledo Municio, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio; Morán Moya, Rafael (2015-09)
Article
Accés obertPredictive models are essential in dam safety assessment. Both deterministic and statistical models applied in the day-to-day practice have demonstrated to be useful, although they show relevant limitations at the same ... -
Análisis experimental y numérico del oleaje producido por la inestabilidad de laderas de embalses
Alves, Ricardo; Morán, Rafael; Toledo Municio, Miguel Ángel; Irazábal González, Joaquín; Salazar González, Fernando; Larese De Tetto, Antonia (2015)
Text en actes de congrés
Accés obertEl fenómeno del oleaje causado por deslizamientos de laderas de embalse un escenario formado por dos procesos, uno de tipo geomecánico y otro, hidrodinámico. El primero está relacionado con el origen de la inestabilidad ... -
Applications of numerical methods in design and evaluation of overtopping protection systems
Salazar González, Fernando; San Mauro Saiz, Javier; Larese De Tetto, Antonia; Irazábal González, Joaquín; Morán Moya, Rafael; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel (Colorado State University, 2016)
Comunicació de congrés
Accés restringit per política de l'editorialThe development of overtopping protection systems often requires detailed analyses of complex physical phenomena. This hinders the comprehensive knowledge of their behavior, and therefore the development of suitable design ... -
Data-based models for the prediction of dam behaviour: a review and some methodological considerations
Salazar González, Fernando; Morán Moya, Rafael; Toledo Municio, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio (2017-01)
Article
Accés obertPredictive models are an important element in dam safety analysis. They provide an estimate of the dam response faced with a given load combination, which can be compared with the actual measurements to draw conclusions ... -
Estudios sobre el comportamiento de presas de escollera ante vertidos por coronación
Larese De Tetto, Antonia; Lechuga García, Cristina; Lara Dominguez, Ángel; Berga Cano, Mª Isabel; Viña Gómez, Mª del Pilar; Toledo Municio, Miguel Ángel; Morán Moya, Rafael; Campos, Hibber; García Palacio, Jaime (2010)
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Accés restringit per política de l'editorialComo consecuencia del desarrollo de un Proyecto de Investigación, el CEDEX, la Universidad Politécnica de Madrid y el CIMNE han trabajado conjuntamente en el desarrollo de un método para el estudio del proceso de rotura ... -
Hydraulic and stability analysis of the supporting layer of wedge-shaped blocks
San Mauro Saiz, Javier; Larese De Tetto, Antonia; Salazar González, Fernando; Irazábal González, Joaquín; Morán Moya, Rafael; Toledo Municio, Miguel Ángel (Colorado State University, 2016)
Comunicació de congrés
Accés restringit per política de l'editorialWedge shaped blocks (WSB) are attracting increasing attention as protection against overtopping for earth and rock-fill dams. However, there are limited examples of application and some aspects of the technology merit ... -
Interpretation of dam deformation and leakage with boosted regression trees
Salazar González, Fernando; Toledo Municio, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio; Suárez Arroyo, Benjamín (2016-07)
Article
Accés obertPredictive models are essential in dam safety assessment. They have been traditionally based on simple statistical tools such as the hydrostatic-season-time (HST) model. These tools are well known to have limitations in ... -
Metodología de análisis de comportamiento de presas de escollera frente a un sobrevertido
Larese De Tetto, Antonia; Rossi, Riccardo; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel (2010)
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Accés restringit per política de l'editorialCon el objetivo de llegar a un mejor conocimiento del principio del proceso de rotura de las presas de material suelto y obtener una herramienta que permita un análisis más riguroso de este fenómeno, se está desarrollando ... -
Numerical and experimental study of overtopping and failure of rockfill dams
Larese De Tetto, Antonia; Rossi, Riccardo; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel; Morán Moya, Rafael; Campos, Hibber (2015-08)
Article
Accés restringit per política de l'editorialThis paper aims to present and validate a numerical technique for the simulation of the overtopping and onset of failure in rockfill dams due to mass sliding. This goal is achieved by coupling a fluid dynamic model for the ... -
Physical and numerical modelization of the behavior of rockfi ll dams during overtopping scenarios
Larese De Tetto, Antonia; Rossi, Riccardo; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel (CRC Press, 2011)
Text en actes de congrés
Accés restringit per política de l'editorialIn recent years the technology on embankments dams has developed sensibly due to the advances in soil mechanic, and in all related sciences. Nevertheless their vulnerability to overtopping is still an open theme of discussion. ... -
Physical and numerical modelization of the behaviour of rockfill dams during overtopping scenarios
Larese De Tetto, Antonia; Rossi, Riccardo; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel (CRC Press. Taylor & Francis Group, 2010)
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Accés restringit per política de l'editorial