Miguel Ángel Toledo
Miguel Ángel Toledo
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Data-based models for the prediction of dam behaviour: a review and some methodological considerations
F Salazar, R Morán, MÁ Toledo, E Oñate
Archives of computational methods in engineering 24, 1-21, 2017
An empirical comparison of machine learning techniques for dam behaviour modelling
F Salazar, MA Toledo, E Oñate, R Morán
Structural Safety 56, 9-17, 2015
Interpretation of dam deformation and leakage with boosted regression trees
F Salazar, MÁ Toledo, E Oñate, B Suárez
Engineering Structures 119, 230-251, 2016
Early detection of anomalies in dam performance: A methodology based on boosted regression trees
F Salazar, MÁ Toledo, JM González, E Oñate
Structural Control and Health Monitoring 24 (11), e2012, 2017
Numerical and experimental study of overtopping and failure of rockfill dams
A Larese, R Rossi, E Oñate, MÁ Toledo, R Morán, H Campos
International Journal of Geomechanics 15 (4), 04014060, 2015
Research into protection of rockfill dams from overtopping using rockfill downstream toes
R Morán, MÁ Toledo
Canadian journal of civil engineering 38 (12), 1314-1326, 2011
Treatment of solar radiation by spatial and temporal discretization for modeling the thermal response of arch dams
D Santillán, E Salete, DJ Vicente, MÁ Toledo
Journal of Engineering Mechanics 140 (11), 05014001, 2014
A methodology for the assessment of the effect of climate change on the thermal-strain–stress behaviour of structures
D Santillán, E Salete, MÁ Toledo
Engineering Structures 92, 123-141, 2015
Dam seepage analysis based on artificial neural networks: The hysteresis phenomenon
D Santillán, J Fraile-Ardanuy, MÁ Toledo
The 2013 international joint conference on neural networks (IJCNN), 1-8, 2013
A new 1D analytical model for computing the thermal field of concrete dams due to the environmental actions
D Santillán, E Salete, MÁ Toledo
Applied Thermal Engineering 85, 160-171, 2015
Presas de escollera sometidas a sobrevertido. Estudio del movimiento del agua a través de la escollera y de la estabilidad frente al deslizamiento en masa
MA Toledo
Universidad Politécnica de Madrid. ETSI Caminos, Canales y Puertos, 1997
A new solution for a concrete spillway over a rockfill dam. Hydraulic model study of Barriga Dam in Spain
LT Couto, A Pinto-Magalhães, MA Toledo, R Morán
Proceeding of the 5th International Conference on Dam Engineering, 14-16, 2007
Thermal simulation of rolled concrete dams: Influence of the hydration model and the environmental actions on the thermal field
C Ponce-Farfán, D Santillán, MÁ Toledo
Water 12 (3), 858, 2020
Design and construction of the Barriga Dam spillway through an improved wedge-shaped block technology
R Morán, MA Toledo
Canadian Journal of Civil Engineering 41 (10), 924-927, 2014
Modelación física y numérica de aliviaderos en laberinto con fondo poliédrico
J San Mauro, F Salazar, MÁ Toledo, FJ Caballero, C Ponce-Farfán, ...
Ingeniería del agua 20 (3), 127-138, 2016
Embankment dams slip failure due to overtopping
MA Toledo Municio
Transactions of the International Congress on Large Dams 4, 317-330, 1997
Physical and numerical modelization of the behaviour of rockfill dams during overtopping scenarios
A Larese, R Rossi, E Oñate, T Municio
Dam Maintenance and Rehabilitation II-Proceedings of the 2nd International …, 2011
An improved 1D-model for computing the thermal behaviour of concrete dams during operation. Comparison with other approaches
D Santillán, E Salete, MÁ Toled, A Granados
Computers and Concrete, An International Journal 15 (1), 103-126, 2015
Physical and numerical modeling for understanding the hydraulic behaviour of Wedge-Shaped-Blocks spillways
FJ Caballero, F Salazar, J San Mauro, MÁ Toledo
Dam Protections Against Overtopping and Accidental Leakage 193, 2015
Dam protections against overtopping and accidental leakage
MÁ Toledo, R Morán, E Oñate
CRC Press, 2015
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