Rafael Morán
Rafael Morán
Depto. de Ingeniería Civil: Hidráulica, Energía y M. A. Universidad Politécnica de
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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
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
Analysis of the discharge capacity of radial-gated spillways using CFD and ANN–Oliana Dam case study
F Salazar, R Morán, R Rossi, E Oñate
Journal of Hydraulic Research 51 (3), 244-252, 2013
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
Modelación numérica de deslizamientos de ladera en embalses mediante el método de partículas y elementos finitos (PFEM)
F Salazar, E Oñate, R Morán
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 2012
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
Mejora de la seguridad de las presas de escollera frente a percolación accidental mediante protecciones tipo repié
RM Moya
Universidad Politécnica de Madrid, 2013
Dam protections against overtopping and accidental leakage
MÁ Toledo, R Morán, E Oñate
CRC Press, 2015
Review of embankment dam protections and a design methodology for downstream rockfill toes
R Morán
Dam Protections against Overtopping and Accidental Leakage, 25-39, 2015
Advances in the understanding of the hydraulic behavior of wedge-shape block spillways
FJ Caballero, MÁ Toledo, R Morán, J San Mauro, F Salazar
Colorado State University. Libraries, 2016
Overflow for the complete failure of the downstream shell of a rockfill dam
RM Alves, MÁ Toledo, R Morán
Colorado State University. Libraries, 2016
Hydraulic and stability analysis of the supporting layer of wedge-shaped blocks
J San Mauro, A Larese, F Salazar, J Irazábal, R Morán, MÁ Toledo
Colorado State University. Libraries, 2016
Wedge-shaped blocks: a historical review
R Morán
Colorado State University. Libraries, 2016
Structural failure of the clay core or the upstream face of rockfill dams in overtopping scenario
MA Toledo, RM Alves, R Morán
Proc., 1st International Seminar on Dam Protections Against Overtopping and …, 2015
Estudio de protecciones frente al sobrevertido de presas de materiales sueltos mediante repié de escollera
R Morán Moya, MÁ Toledo Municio, H Campos Espinoza, ...
CRC Press, 2010
Modelación del movimiento del agua en medios porosos no lineales mediante un esquema de diferencias finitas. Aplicación al sobrevertido en presas de escollera
MÁ Toledo, R Morán, H Campos
Revista internacional de Métodos Numéricos para Cálculo y diseño en …, 2012
Simulation of the behavior of prototypes of rockfill dams during overtopping scenarios. Seepage evolution and beginning of failure
A Larese, R Rossi, E Oñate Ibáñez, MÁ Toledo Muñicio, R Morán Moya, ...
SpanCOLD, 2011
Characterization of the overtopping flow through the downstream shell of rockfill dams
R Monteiro-Alves, MÁ Toledo, R Morán
Journal of Hydraulic Engineering 145 (6), 04019015, 2019
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