2023
Caballero, F.J.; Toledo, M.Á.; Moran, R.; Peraita, J. Quasi-Prototype Size Testing of Wedge-Shaped Block for Armoring Embankment Dams and Levees. Water 2023, 15, 662. https://doi.org/10.3390/w15040662
2022
Monteiro-Alves R., Toledo M.Á., Moran R., Balairón, L. Failure of the Downstream Shoulder of Rockfill Dams Due to Overtopping or Throughflow. Water. 2022; 14(10):1624. https://doi.org/10.3390/w14101624
Alocén P., Fernández-Centeno M.Á., Toledo M.Á. Prediction of Concrete Dam Deformation through the Combination of Machine Learning Models. Water. 2022; 14(7):1133. https://doi.org/10.3390/w14071133
2021
Caballero F.J., Toledo M.Á., Moran R, San Mauro J. Hydrodynamic Performance and Design Evolution of Wedge-Shaped Blocks for Dam Protection against Overtopping. Water. 2021; 13(12):1665. https://doi.org/10.3390/w13121665
Moran R, Toledo MÁ, Peraita J, Pellegrino R. Energy Dissipation in Stilling Basins with Side Jets from Highly Convergent Chutes. Water. 2021; 13(10):1343. https://doi.org/10.3390/w13101343
2020
Ponce-Farfán C., Santillán D., Toledo M.Á. Thermal Simulation of Rolled Concrete Dams: Influence of the Hydration Model and the Environmental Actions on the Thermal Field. Water. 2020; 12(3):858. https://doi.org/10.3390/w12030858
2019
Morán, R., Toledo, M.Á., Larese, A., and Monteiro-Alves, R. (2019). A procedure to design toe protections for rockfill dams against extreme through-flows. Engineering Structures, Elsevier, 195, 400–412.
Monteiro-Alves, R., Toledo, M.Á., and Morán, R., Characterization of the Overtopping Flow through the Downstream Shell of Rockfill Dams. Journal of Hydraulic Engineering, Vol. 145, n.6 (2019), pp. 04019015:1-04019015:17.
2017
Alves, R.M., Toledo, M.Á. and Morán, R., 2017, February. Overflow for the complete failure of the downstream shell of a rockfill dam. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
Caballero, F.J., Toledo, M.Á., Morán, R., San Mauro, J. and Salazar, F., 2017, February. Advances in the understanding of the hydraulic behavior of wedge-shape block spillways. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
Morán, R., 2017, February. Wedge-shaped blocks: a historical review. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
Ricoy, L.F., Toledo, M.Á. and Morán, R., 2017, February. A model for the analysis of the structural failure of the clay core in rockfill dams due to overtopping. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
Salazar, F., San Mauro, J., Larese, A., Irazábal, J., Morán, R., Oñate, E. and Toledo, M.Á., 2017, February. Applications of numerical methods in design and evaluation of overtopping protection systems. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
San Mauro, J., Larese, A., Salazar, F., Irazábal, J., Morán, R. and Toledo, M.A., 2017, February. Hydraulic and stability analysis of the supporting layer of wedge-shaped blocks. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
Toledo, M.Á., 2017, February. Dams and overtopping: a polyhedral relationship. In Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping. Colorado State University. Libraries.
2016
S. Hamilton, J. M. Reyes, S. Siltanen and X. Zhang, A Hybrid Segmentation and D-bar Method for Electrical Impedance Tomography, SIAM J. Imaging Sciences, Vol. 9, n.2 (2016), pp. 770-793.
B. M. Brown, M. Marletta and J. M. Reyes, Uniqueness for an inverse problem in electromagnetism with partial data, J. Differential Equations, Vol. 260, n.8 (2016), pp. 6525-6547.
J. A. Barceló, C. Castro and J. M. Reyes, Numerical approximation of the potential in the two-dimensional inverse scattering problem, Inverse Problems, Vol. 32, n.1, 2016, 19 pp.
2015
F. Salazar, M.A. Toledo, E. Oñate, R. Morán, An empirical comparison of machine learning techniques for dam behaviour modelling, Structural Safety, Volume 56, September 2015, Pages 9-17, ISSN 0167-4730.
Fernando Salazar, Rafael Morán, Miguel Ángel Toledo, Eugenio Oñate, Data-Based Models for the Prediction of Dam Behaviour: A Review and Some Methodological Considerations, J Archives of Computational Methods in Engineering, Springer Netherlands, July 2015, Pages 1-21, ISSN 1134-3060.
Larese, A., Rossi, R., Oñate, E., Toledo, M., Morán, R., and Campos, H. (2015), Numerical and Experimental Study of Overtopping and Failure of Rockfill Dams, Int. J. Geomech., 15(4), 04014060.
M.Á. Toledo, R. Morán y H. Campos, Modelación del movimiento del agua en medios porosos no lineales mediante un esquema de diferencias finitas. Aplicación al sobrevertido en presas de escollera, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 2015, Vol. 31, n. 4, pág. 225-236, ISSN 0213-1315.
D. Santillán, E. Salete and M. A. Toledo, A methodology for the assessment of the effect of climate change on the thermal-strain-stress behaviour of structures, Engineering Structures, 2015, Vol 92, pages 123-141, ISSN 0141-0296.
D. Santillán, E. Salete and M.A. Toledo, A new 1D analytical model for computing the thermal field of concrete dams due to the environmental actions, Applied Thermal Engineering, 2015, Vol. 85, pages 160-171, ISSN 1359-4311.
D. Santillán, E. Salete, M.A. Toledo and A. Granados, An improved 1D-model for computing the thermal behaviour of concrete dams during operation. Comparison with other approaches, Computers and Concrete, 2015, Vol. 15, n. 1, pages 103-126, ISSN 1598-8198.
2014
Luis Balairón Pérez, David López, Rafael Morán, Tamara Ramos and Miguel Ángel Toledo, Advances in the design of dam engineering in applied research through physical and numerical modeling, Ingeniería del agua, 2014, Volume 18, n. 1, Pages 55-69, ISSN 1886-4996.
Rafael Morán and Miguel A. Toledo, Design and construction of the Barriga Dam spillway through an improved wedge-shaped block technology, Canadian Journal of Civil Engineering, 2014, 41(10): 924-927, 10.1139/cjce-2014-0120, ISSN 0315-1468.
D. Santillán, E. Salete, D. Vicente M. A. Toledo, Treatment of Solar Radiation by Spatial and Temporal Discretization for Modeling the Thermal Response of Arch Dams, J. Eng. Mech., 2014, Vol. 140, n. 11, 201410.1061/(ASCE)EM.1943-7889.0000801, pages 0501400101-0501400118, ISSN 0733-9399.
C. M. Baena and M. A. Toledo, An experimentally verified model of the seepage progress due to dissolution of soluble particles in foundations subject to intergranular flow, Environmental Earth Sciences, November 2014, Vol. 72, Issue 9, pp 3369-3382, ISSN 1866-6280.
D. Pozo, F. Salazar and M. A. Toledo, Modeling the hydraulic performance of the aeration system in dam bottom outlets using the particle finite element method, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 2014, Vol. 30, n. 1, pages 51-59, ISSN 338.
David Santillán, Miguel Ángel Toledo y Jesús Fraile-Ardanuy, Predicción de lecturas de aforos de filtraciones de presas bóveda mediante redes neuronales artificiales, Tecnología y Ciencias del Agua 2014, V (3), pp. 1-15, ISSN 0187-8336.
K. Astala, L. Päivärinta, J.M. Reyes and S. Siltanen, Nonlinear Fourier analysis for discontinuous conductivities: computational results, Journal of Computational Physics 276 (2014), pp. 74-91.
2013
Fernando Salazar, Rafael Morán, Riccardo Rossi and Eugenio Oñate, Analysis of the discharge capacity of radial-gated spillways using CFD and ANN – Oliana Dam case study, Journal of Hydraulic Research, 2013, Volume 51, Issue 3, pages 244-252, ISSN 0022-1686.
P. Caro, A. García and J.M. Reyes, Stability of the Calderón problem for less regular conductivities, Journal of Differential Equations 254 (2013), pp. 469-492.
2012
F. Salazar, E. Oñate y R. Morán, Modelación numérica de deslizamientos de ladera en embalses mediante el Método de Partículas y Elementos Finitos (PFEM), Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 2012, Vol. 28, n. 2, pág. 112-123, ISSN 0213-1315.
J. M. Reyes and A. Ruiz, Reconstruction of the singularities of a potential from backscattering data in 2D and 3D, Inverse Problems and Imaging, vol. 6, no. 2 (2012), pp. 321-355.
2011
Rafael Morán and Miguel Ángel Toledo, Research into protection of rockfill dams from overtopping using rockfill downstream toes, Canadian Journal of Civil Engineering, 2011, Vol. 38, n. 12, pages 1314-1326, ISSN 0315-1468.
2010
O. Ciaurri, M. Pérez, J. M. Reyes and J. L. Varona, Mean convergence of Fourier-Dunkl series, Journal of Mathematical Analysis and Applications, vol. 372 (2010), pp. 470-485.
2007
Miguel Ángel Toledo, Manuel B. Pisfil y Andrés Die Moran, Fase de inicio de la rotura de una presa de escollera por sobrevertido, Ingeniería Civil (CEDEX), 2007, Nº 145, pp. 109-115, ISSN 0213-8468.
J. M. Reyes, Inverse Backscattering for the Schrödinger Equation in 2D, Inverse Problems, vol. 23 (2007), pp. 625-643.
2006
Juan Carlos López Verdejo, Miguel Ángel Toledo y Cristóbal Mateos, Análisis comparativo de modelos 1D para el cálculo de la línea de saturación en presas de escollera sometidas a flujo a través del propio cuerpo de presa, Ingeniería Civil (CEDEX), 2006, Nº 144, pp. 127-131, ISSN 0213-8468.
2000
Alfonso Alvarez Martínez y Miguel Ángel Toledo Municio, Aliviaderos de presas de labio fijo o con compuertas, Revista de Obras Públicas, 2000, 147 (3396), pp. 21-30, ISSN 0034-8619.
1998
Alfonso Álvarez Martínez, Francisco Flores Montoya y Miguel Ángel Toledo Municio, Innovaciones en aliviaderos de presas de materiales sueltos, Revista de Obras Públicas, 1998, 145 (3378), pp. 19-24, ISSN 0034-8619.
