Observatorio de I+D+i UPM
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INVESTIGADORES
ESTRUCTURAS DE I+D+I
ACTIVIDAD INVESTIGADORA
INNOVACIÓN
Investigador
Miguel Martin Stickle
Categoría Investigador
L.D. PRF.CONTR.DOCT.
Cargos actuales
SUBDIRECTOR DE DEPARTAMENTO.
Escuela UPM
E.T.S. DE ING. DE CAMINOS CANALES Y P.
Departamento:
MATEMÁTICA E INFORMÁTICA APLICADAS A LAS INGENIERÍAS CIVIL Y NAVAL (N)
Centros/Institutos I+D+i
CENTRO INVEST. SIMULACIÓN COMPUTACIONAL
Area Conocimiento
MECANICA DE MEDIOS CONT. Y TEORIA DE ESTRUCT.
Grupo de Investigación:
Grupo de Mecánica Computacional
Email (Directorio UPM)
miguel.martins
upm.es
Teléfono (Directorio UPM)
910674394
Datos de Memorias relacionados
Proyectos de I+D+i y generación de recursos
4 Proyectos de I+D+i
1: (2013)
Rotura Difusa y Fluidificación de geomateriales y geoestructuras (GEOFLOW)
2: (2014)
ROTURA DIFUSA Y FLUIDIFICACIÓN DE GEOMATERIALES Y GEOESTRUCTURAS
3: (2015)
GEOFLOW: Rotura difusa y fluidificación de geomateriales y geoestructuras
4: (2016)
ALAS: Modelizacion avanzada de deslizamientos de ladera
Formación de Investigadores y Movilidad
2 Tesis Doctorales
1: (2019)
A two-phase SPH depth integrated model for debris flow propagation considering pore water pressure evolution
2: (2019)
Modelización de flujos de derrubios mediante SPH.
Difusión de Resultados de Investigación
31 Artículos en revistas
1: (2013)
A modelling framework for marine structure foundations with example application to vertical breakwater seaward tilt mechanism under breaking wave loads
2: (2013)
A modelling framework for marine structure foundations with example application to vertical breakwater seaward tilt mechanism under breaking wave loads
3: (2013)
A viscoplastic approach to the behaviour of fluidized geomaterials with application to fast landslides
4: (2013)
FTCS finite difference scheme GPGPU parallel computing for the heat conduction equation
5: (2014)
Depth Averaged Models for Fast Landslide Propagation: Mathematical, Rheological and Numerical Aspects
6: (2015)
A viscoplastic approach to the behaviour of fluidized geomaterials with application to fast landslides
7: (2015)
Depth Averaged Models for Fast Landslide Propagation: Mathematical, Rheological and Numerical Aspects
8: (2015)
Fluidization in Geomaterials and Geostructures: the case of fast landslide propagation
9: (2015)
Modelling of Landslides: An SPH Approach
10: (2015)
MODELLING OF PROPAGATION WITH SPH OF 1966 ABERFAN FLOWSLIDE: SPECIAL ATTENTION TO THE ROLE OF RHEOLOGY AND PORE WATER PRESSURE
11: (2016)
Application of a New Rheological Model to Rock Avalanches: An SPH Approach
12: (2016)
Application of a New Rheological Model to Rock Avalanches: an SPH Approach
13: (2016)
B Free Finite Element Approach for Saturated Porous Media: Consolidation
14: (2017)
A practical analytical solution for one-dimensional consolidation
15: (2017)
A practical analytical solution for one-dimensional consolidation
16: (2017)
A two?phase SPH model for debris flow propagation
17: (2017)
Fast Landslide Propagation: Alternative Modelling Techniques
18: (2017)
Modelling of Fluidised Geomaterials: The Case of the Aberfan and the Gypsum Tailings Impoundment Flowslides
19: (2017)
Modelling of Fluidised Geomaterials: the Case of the Aberfan And the Gypsum Tailings Impoundment Flowslides
20: (2017)
The Possibilistic Reward Method and a Dynamic Extension for the Multi-armed Bandit Problem: A Numerical Study
21: (2017)
The Possibilistic Reward Method and a Dynamic Extension for the Multi-armed Bandit Problem: A Numerical Study
22: (2018)
A depth integrated SPH model for debris floods: application to Lo Wai (Hong Kong) debris flood of August 2005
23: (2018)
A practical analytical solution for one-dimensional consolidation
24: (2018)
A Two Phases Sph Model For Debris Flow Propagation
25: (2018)
A two-phase SPH model for debris flow propagation
26: (2019)
A depth average SPH model including mu(I) rheology and crushing for rock avalanches
27: (2019)
A depth average SPH model including mu(I) rheology and crushing for rock avalanches
28: (2019)
A depth integrated SPH model for debris floods: application to Lo Wai (Hong Kong) debris flood of August 2005
29: (2019)
A depth-integrated SPH model for debris floods: application to Lo Wai (Hong Kong) debris flood of August 2005
30: (2019)
A numerical analysis of allocation strategies for the multi-armed bandit problem under delayed rewards conditions in digital campaign management
31: (2019)
The Multi-Armed Bandit Problem under Delayed Rewards Conditions in Digital Campaign Management
1 Capítulos de libros
1: (2013)
RATIONAL MODELLING OF MARINE GEOTECHNICAL PROBLEMS
1 Conferencias invitadas en congresos
1: (2018)
Modelling of landslide propagation using two phases SPH depth integrated model
5 Otras Publicaciones
1: (2018)
A SPH depth integrated model with pore pressure coupling for fast landslides and related phenomena
2: (2019)
Application of two SPH models to the Tate?s Cairn debris flow
3: (2019)
Debris flows runout estimation by random walks
4: (2019)
Two-phase SPH model of Selanac debris flow - Serbia
5: (2019)
Two-phase SPH modelling of debris flows with considering the role of excess pore-water on propagation stage
12 Ponencia en Congresos
1: (2012)
Diffuse failure mechanism involved in a vertical breakwater foundation
2: (2013)
Mathematical, constitutive and numerical modelling of catastrophic landslides and related phenomena
3: (2013)
MODELLING OF LANDSLIDE PROPAGATION: A SPH APPROACH
4: (2018)
A depth average SPH model including mu(I) rheology and crushing for rock avalanches
5: (2018)
A depth average SPH model including mu(I) rheology and crushing for rock avalanches
6: (2018)
A metodology for the 3D analysis of foundations for marine structures
7: (2018)
A two phase SPH-FD model for debris flow propagation-consolidation
8: (2018)
An analytical solution for the one-dimensional consolidation under a general time-dependent loading profile
9: (2019)
Application of two SPH models to the Tate's Cairn debris flow
10: (2019)
Debris flows runout estimation by random walks
11: (2019)
Effect of crushing on rock avalanches: constitutive approach
12: (2019)
Two-phase SPH modelling of debris flows with considering the role of excess pore-water on propagation stage
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