Pedro Navas Almodovar

Associate Professor

Universidad Politécnica de Madrid

Spain

Research Interests

Explore related searches

Professors in Spain

Contact this professor

Get a free first email built on one of their papers, ready for you to edit and send yourself.

About

Pedro Navas Almodovar is an Associate Professor at Universidad Politécnica de Madrid, Spain. His research interests include soil–water coupled problems, geotechnical modeling, and numerical simulations of materials under critical loading conditions. His recent publications focus on advanced methodologies such as the semi-implicit material point method and SPH numerical modelling for multifaceted geotechnical issues.

Articles (14)

Year:

2025

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2023

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Year:

2022

Collaborators (6)

Felicia Alfano

Universidad Politécnica de Madrid

SPAIN

View details

Diego Manzanal

Universidad Politécnica de Madrid

SPAIN

View details

Susana Lopez-Querol

Associate Professor in Geotechnical Engineering

University College London

UNITED KINGDOM

View details

Miguel Molinos Pérez

Assistant Professor

Universidad Politécnica de Madrid

SPAIN

View details

MIGUEL MARTIN STICKLE

Universidad Politécnica de Madrid

SPAIN

View details

Angel Yagüe Hernan

Universidad Politécnica de Madrid

SPAIN

View details

ApplyKite TwinLearns as you apply

Make your next move.

Prepare your application

Review drafts before you send them.

Pedro Navas Almodovar

Research Interests

Explore related searches

Contact this professor

About

Articles (14)

A stabilised semi-implicit double-point material point method for soil–water coupled problems

Stabilized explicit u - p(w) solution in soil dynamic problems near the undrained-incompressible limit

An implicit locking‐free B‐spline Material Point Method for large strain geotechnical modelling

An implicit locking-free B-spline Material Point Method for large strain geotechnical modelling

Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit

Scaphoid numerical simulation of the critical loading until fracture

Scaphoid numerical simulation of the critical loading until fracture

Keynote lecture. A general two phase depth integrated model considering pore water pressure and dewatering

SPH numerical modelling of landslide movements as coupled two-phase flows with a new solution for the interaction term

SPH numerical modelling of landslide movements as coupled two-phase flows with a new solution for the interaction term

Eigendegradation Algorithm Applied to Visco-Plastic Weak Layers

Explicit meshfree u - p(w) solution of the dynamic Biot formulation at large strain

Eigendegradation Algorithm Applied to Visco-Plastic Weak Layers

Explicit meshfree $${{\varvec{u}}}-{{\varvec{p}}}_\mathbf{\mathrm{w}}$$ solution of the dynamic Biot formulation at large strain

Collaborators (6)

Felicia Alfano

Diego Manzanal

Susana Lopez-Querol

Miguel Molinos Pérez

MIGUEL MARTIN STICKLE

Angel Yagüe Hernan

Make your next move.