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Fausto Molina-Gómez

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Lecturer

Universidad Politécnica de Madrid

Spain

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About

Fausto Molina-Gómez is a Lecturer at Universidad Politécnica de Madrid, Spain. His research primarily focuses on geotechnical engineering and soil mechanics, with recent publications addressing topics such as shear modulus degradation, liquefaction susceptibility, and the assessment of structural collapse in various geomaterials. Through his work, he contributes to the understanding and evaluation of soil disturbance and the behavior of materials in geotechnical applications.

Recent Grants

Grant: Close

CENLIMIT: CENTRIFUGE MODELLING OF DESATURATION FOR SOIL LIQUEFACTION MITIGATION: WAVE-BASED PERFORMANCE AND QUALITY CONTROL

Open Date: 2022-01-01

Close Date: 2022-12-01

Grant: Close

Evaluation of induced partial saturation for soil liquefaction mitigation: experimental evidence and physical modelling validation

Open Date: 2019-09-01

Close Date: 2023-10-01

Grant: Close

LIQUEFACTION ASSESSMENT PROTOCOLS TO PROTECT CRITICAL INFRASTRUCTURES AGAINST EARTHQUAKE DAMAGE - LIQ2PROEARTH

Open Date: 2017-07-01

Close Date: 2019-08-01

Grant: Close

Modelación numérica de geoestructuras sometidas a secuencias complejas de construcción y comportamiento del suelo

Open Date: 2017-02-01

Close Date: 2017-11-01

Grant: Close

MODELACIÓN Y ANÁLISIS DE LA INTERACCIÓN SUELO ESTRUCTURA, CASO DE ESTUDIO: EXCAVACIONES METRO DE BOGOTÁ

Open Date: 2016-03-01

Close Date: 2016-11-01

Articles (28)

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Collaborators (4)

Sara Rios

University of Porto

PORTUGAL

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RUBEN ANGEL GALINDO AIRES

Universidad Politécnica de Madrid

SPAIN

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MIGUEL ANGEL MILLAN MUÑOZ

Universidad Politécnica de Madrid

SPAIN

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Giovanni Cascante

Professor

University of Waterloo

CANADA

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Fausto Molina-Gómez

Research Interests

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About

Recent Grants

Articles (28)

Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses

Evaluating the Damping Ratio of Tailings by Different Experimental Methods: Case Study of Riotinto Mines

Research progress and current status of dynamic wave propagation characteristics in rock mass: A review

A Comparative Study of Spatially Mobilized Plane (SMP) Based Extensions to the Modified Cam Clay (MCC) Model for Lode Angle Dependency

Experimental Assessment of Structural Collapse in Pyroclats

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

Critical State Loci of Superheavy Iron Ore Tailings from Sampling in Brumadinho Reservoir

Image-Based Quantification of Soil Disturbance in Vane Shear Tests on Reconstituted Kaolinitic Clayey Soil

Stiffness degradation of non-plastic copper ore tailings

Evaluation of the Shear Modulus Degradation by a Modified Hyperbolic Function for Unconventional Geomaterials

Integrated evaluation of stiffness degradation by combining Resonant-Column, Cyclic Triaxial and Cyclic Simple Shear Tests: Application to Riotinto mine tailings

Wave propagation characteristics and parameter sensitivity analysis of Longmaxi shale in deep oil and gas reservoirs under multiple dissipation mechanisms

Experimental analysis of the damping characteristics of longmaxi shale under graded cyclic loading with different confining pressures

On the undrained cyclic resistance of a partially saturated sand

Stiffness of pyroclastic scoriae under different degrees of saturation

Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions

Influence of Particle Rotation on the Shear Characteristics of Calcareous-Sand and Silica-Bead Granular Materials

Exploring liquefaction resistance in saturated and gassy sands at different state parameters

Insights into the assessment and interpretation of earthquake-induced liquefaction in sands under different degrees of saturation

Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation

Liquefaction resistance of TP-Lisbon sand: a critical state interpretation using in situ and laboratory testing

Improvement of cyclic liquefaction resistance induced by partial saturation: An interpretation using wave-based approaches

Improvement of cyclic liquefaction resistance induced by partial saturation: An interpretation using wave-based approaches

Modelling the critical state behaviour of granular soils: Application of NorSand constitutive law to TP-Lisbon sand

Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation

The mechanics of iron tailings from laboratory tests on reconstituted samples collected in post-mortem Dam I in Brumadinho

Cyclic Liquefaction Resistance of an Alluvial Natural Sand: A Comparison between Fully and Partially Saturated Conditions

Qualidade de amostras “indeformadas” em solos não coesivos recolhidas com procedimentos avançados

Collaborators (4)

Sara Rios

RUBEN ANGEL GALINDO AIRES

MIGUEL ANGEL MILLAN MUÑOZ

Giovanni Cascante

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