MIGUEL ANGEL MILLAN MUÑOZ

Universidad Politécnica de Madrid

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Articles (16)

Collaborators (5)

Mauro Muñiz Menéndez

Head of Department

Fausto Molina-Gómez

Universidad Politécnica de Madrid

RUBEN ANGEL GALINDO AIRES

Universidad Politécnica de Madrid

Alberto Picardo

Profesor sustituto interino del departamento de ingeniería del diseño, área de proyectos de ingeniería

University of Seville

Rongzong Wu

College of Engineering

UNITED STATES

MIGUEL ANGEL MILLAN MUÑOZ

Research Interests

Explore related searches

Contact this professor

Articles (16)

Collaborators (5)

Mauro Muñiz Menéndez

Fausto Molina-Gómez

RUBEN ANGEL GALINDO AIRES

Alberto Picardo

Rongzong Wu

How do I reach out?

Meet Kite AI

MIGUEL ANGEL MILLAN MUÑOZ

Research Interests

Explore related searches

Contact this professor

Articles (16)

Stability analysis of a homogeneous rock slope under steady-state seepage using artificial neural networks

Experimental Assessment of Structural Collapse in Pyroclats

Probabilistic Rock Slope Stability Assessment of Heterogeneous Pyroclastic Slopes Considering Collapse Using Monte Carlo Methodology

Mecanismos de ruptura por tração em maciço rochoso com fundações diretas. Pontes em granito do Porto

Sustainability of Discontinuously Supported Slopes in Temporary Shallow Excavations for Building Construction: A Stability Analysis Procedure

Application of artificial neural networks for predicting the bearing capacity of the tip of a pile embedded in a rock mass

Two-dimensional Analysis of the Group Interaction Effects Between End-bearing Piles Embedded in a Rock Mass

Revisiting the analytical solutions for ultimate bearing capacity of pile embedded in rocks

Numerical analysis of discontinuous berm-supported shallow excavations for building construction

Pile tip bearing capacity in rock masses: analytical and numerical analysis comparison

Full-Scale Experimental Evaluation of the Flood Resiliency of Thin Concrete Overlay on Asphalt Pavements

Bearing Capacity of Volcanic Pyroclasts Using the Discontinuity Layout Optimization Method

Application of Artificial Neural Networks for Predicting the Bearing Capacity of Shallow Foundations on Rock Masses

Application of discontinuity layout optimization method to bearing capacity of shallow foundations on rock masses

An accessible calculation method of the bearing capacity of shallow foundations on anisotropic rock masses

Mechanisms of asphalt cracking and concrete-asphalt debonding in concrete overlay on asphalt pavements

Collaborators (5)

Mauro Muñiz Menéndez

Fausto Molina-Gómez

RUBEN ANGEL GALINDO AIRES

Alberto Picardo

Rongzong Wu

How do I reach out?

Meet Kite AI