Miguel Ángel Toledo

Miguel Ángel Toledo

Universidad Politécnica de Madrid

H-index: 16

Europe-Spain

About Miguel Ángel Toledo

Miguel Ángel Toledo, With an exceptional h-index of 16 and a recent h-index of 11 (since 2020), a distinguished researcher at Universidad Politécnica de Madrid, specializes in the field of dams, presas, overtopping, monitoring, hydraulics.

His recent articles reflect a diverse array of research interests and contributions to the field:

Greedy Weighted Stacking of Machine Learning Models for Optimizing Dam Deformation Prediction

Identification of Trends in Dam Monitoring Data Series Based on Machine Learning and Individual Conditional Expectation Curves

Numerical Modeling of Cracked Arch Dams. Effect of Open Joints during the Construction Phase

Characterization of the Erosion Basin Shaped by the Jet Flow of Sky-Jump Spillways

Quasi-Prototype Size Testing of Wedge-Shaped Block for Armoring Embankment Dams and Levees

A Unified General Resistance Formula for Uniform Coarse Porous Media

Failure of the downstream shoulder of Rockfill Dams Due to Overtopping or throughflow

Performance of wedge-shaped block armoring for embankment dams and levees in a singular testing facility at quasi-prototype size

Miguel Ángel Toledo Information

University

Position

(Spain)

Citations(all)

1465

Citations(since 2020)

916

Cited By

996

hIndex(all)

16

hIndex(since 2020)

11

i10Index(all)

33

i10Index(since 2020)

12

Email

University Profile Page

Universidad Politécnica de Madrid

Google Scholar

View Google Scholar Profile

Miguel Ángel Toledo Skills & Research Interests

dams

presas

overtopping

monitoring

hydraulics

Top articles of Miguel Ángel Toledo

Title

Journal

Author(s)

Publication Date

Greedy Weighted Stacking of Machine Learning Models for Optimizing Dam Deformation Prediction

Water

Patricia Alocén

Miguel Á Fernández-Centeno

Miguel Á Toledo

2024/1

Identification of Trends in Dam Monitoring Data Series Based on Machine Learning and Individual Conditional Expectation Curves

Water

Miguel Á Fernández-Centeno

Patricia Alocén

Miguel Á Toledo

2024/4/26

Numerical Modeling of Cracked Arch Dams. Effect of Open Joints during the Construction Phase

Infrastructures

André Conde

Eduardo Salete

Miguel Á Toledo

2024/3

Characterization of the Erosion Basin Shaped by the Jet Flow of Sky-Jump Spillways

Water

Raffaella Pellegrino

Miguel Á Toledo

2023/8/14

Quasi-Prototype Size Testing of Wedge-Shaped Block for Armoring Embankment Dams and Levees

Water

Francisco Javier Caballero

Miguel Ángel Toledo

Rafael Moran

Javier Peraita

2023/2/8

A Unified General Resistance Formula for Uniform Coarse Porous Media

Water

Juan Carlos López

Miguel Ángel Toledo

Rafael Moran

Luis Balairón

2023/1

Failure of the downstream shoulder of Rockfill Dams Due to Overtopping or throughflow

Water

Ricardo Monteiro-Alves

Miguel Á Toledo

Rafael Moran

Luis Balairón

2022/1

Performance of wedge-shaped block armoring for embankment dams and levees in a singular testing facility at quasi-prototype size

Francisco Javier Caballero

Miguel Ángel Toledo

Rafael Morán

Javier Peraita

2022/11/25

The centroid method for the calibration of a sectorized digital twin of an arch dam

Water

Eduardo R Conde López

Miguel Á Toledo

Eduardo Salete Casino

2022/9/28

Dam safety-overtopping and geostructural risks

Miguel Á Toledo

Rafael Moran

2022/9/11

Prediction of concrete dam deformation through the Combination of machine learning models

Water

Patricia Alocén

Miguel Á Fernández-Centeno

Miguel Á Toledo

2022/4/1

Energy Dissipation of Highly Convergent Chutes in Stilling Basins of Concrete Dams

Rafael Morán

Miguel Ángel Toledo

Jaime I Masides

2022

Structural failure of the cohesive core of rockfill dams: An experimental research using sand-bentonite mixtures

Water

Ricardo Monteiro-Alves

Rafael Moran

Miguel Á Toledo

Javier Peraita

2022/12/5

A Unified View of Nonlinear Resistance Formulas for Seepage Flow in Coarse Granular Media. Water 2021, 13, 1967

Juan Carlos López

Miguel Ángel Toledo

Rafael Moran

2021/1

An overview of current knowledge and challenges in predicting breach through dams and levees

M Morris

J Courivaud

M Hassan

M Toledo

R Morán

...

2021

Optimization of numerical models through instrumentation data integration: Digital twin models for dams

Computational and Mathematical Methods

Eduardo R Conde López

Miguel Ángel Toledo Municio

Eduardo Salete Casino

2021/11

Industry research into dam and levee breach erosion through coarser grained materials

Mark Morris

J Courivaud

Rafael Moran

M Toledo

Christophe Picault

2021

Cellular automata modeling of rockfill dam failure caused by overtopping or any other extreme throughflow

Engineering Structures

Ignacio González Tejada

Ricardo Monteiro-Alves

Rafael Morán

Miguel A Toledo

2021/10/15

Hydrodynamic Performance and Design Evolution of Wedge-Shaped Blocks for Dam Protection against Overtopping

FJ Caballero

MÁ Toledo

R Moran

J San Mauro

2021

Energy dissipation in stilling basins with side jets from highly convergent chutes

Water

Rafael Moran

Miguel Ángel Toledo

Javier Peraita

Raffaella Pellegrino

2021/5/12

See List of Professors in Miguel Ángel Toledo University(Universidad Politécnica de Madrid)

Co-Authors

H-index: 85
Eugenio Oñate

Eugenio Oñate

Universidad Politécnica de Cataluña

H-index: 30
Riccardo Rossi

Riccardo Rossi

Universidad Politécnica de Cataluña

H-index: 16
Fernando Salazar

Fernando Salazar

Universidad Politécnica de Cataluña

H-index: 16
Jesus Fraile-Ardanuy

Jesus Fraile-Ardanuy

Universidad Politécnica de Madrid

H-index: 14
Antonia Larese

Antonia Larese

Università degli Studi di Padova

H-index: 13
Miguel Ángel Celigueta

Miguel Ángel Celigueta

Universidad Politécnica de Cataluña

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