RUBEN ANGEL GALINDO AIRES

Universidad Politécnica de Madrid

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Articles (15)

Collaborators (5)

Svetlana Melentijevic

Universidad Complutense de Madrid

Mauro Muñiz Menéndez

Head of Department

Fausto Molina-Gómez

Universidad Politécnica de Madrid

Alberto Picardo

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

University of Seville

MIGUEL ANGEL MILLAN MUÑOZ

Universidad Politécnica de Madrid

RUBEN ANGEL GALINDO AIRES

Research Interests

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Contact this professor

Articles (15)

Collaborators (5)

Svetlana Melentijevic

Mauro Muñiz Menéndez

Fausto Molina-Gómez

Alberto Picardo

MIGUEL ANGEL MILLAN MUÑOZ

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RUBEN ANGEL GALINDO AIRES

Research Interests

Explore related searches

Contact this professor

Articles (15)

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

Effect of slake durability on time dependent swelling behavior of red-bed siltstone in Sichuan Basin

Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Effect of Health and Safety Management Systems in the Construction Sector

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

Correction: Alencar et al. Bearing Capacity of Footings on Rock Masses Using Flow Laws. Appl. Sci. 2021, 11, 11829

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

Correction: Alencar et al. Assessment of the Bearing Capacity of Bridge Foundation on Rock Masses. Appl. Sci. 2021, 11, 12068

Dynamic response of sheet‒pile groin under tidal bore considering pile‒pile mutual interaction and hydrodynamic pressure

Lateral dynamic responses of coastal group piles considering pile‒water‒soil interactions

Damping of a soft marine clay subjected to the combination of monotonic and cyclic shear stresses

Behavior of saturated micaceous silty sand subjected to a combination of static and cyclic load using simple shear tests

Assessment of the Bearing Capacity of Bridge Foundation on Rock Masses

Bearing Capacity of Footings on Rock Masses Using Flow Laws

Collaborators (5)

Svetlana Melentijevic

Mauro Muñiz Menéndez

Fausto Molina-Gómez

Alberto Picardo

MIGUEL ANGEL MILLAN MUÑOZ

How do I reach out?

Meet Kite AI