Ferdinando Marinelli
Ferdinando Marinelli
Northwestern University, Evanston, US
Dirección de correo verificada de northwestern.edu
Título
Citado por
Citado por
Año
Hollow cylinder tests on boom clay: Modelling of strain localization in the anisotropic excavation damaged zone
B François, V Labiouse, A Dizier, F Marinelli, R Charlier, F Collin
Rock mechanics and rock engineering 47 (1), 71-86, 2014
362014
Parameter calibration for high-porosity sandstones deformed in the compaction banding regime
F Marinelli, G Buscarnera
International Journal of Rock Mechanics and Mining Sciences 78, 240-252, 2015
172015
Comportement couplé des géo-matériaux: deux approches de modélisation numérique
F Marinelli
Universite de Grenoble, 2013
162013
Strain localization in sandstone and its implications for CO2 storage
A Torabi, RH Gabrielsen, H Fossen, P Ringrose, E Skurtveit, E Ando, ...
First Break 33 (7), 81-92, 2015
132015
Hydromechanical modeling of an initial boundary value problem : Studies of non-uniqueness with a second gradient continuum
F Marinelli, Y Sieffert, R Chambon
International Journal of Solids and Structures 54, 238-257, 2015
132015
Simulation of localized compaction in Tuffeau de Maastricht based on evidence from X-ray tomography
S Ghassan, P Athanasios, M Ferdinando, B Giuseppe
International Journal of Rock Mechanics and Mining Sciences, 2019
112019
Localized Compaction in Tuffeau de Maastricht: Experiments and Modeling
A Papazoglou, G Shahin, F Marinelli, C Dano, G Buscarnera, ...
Bifurcation and Degradation of Geomaterials with Engineering Applications …, 2017
102017
Modeling of granular solids with computational homogenization: Comparison with Biot's theory
F Marinelli, V den Eijden, Sieffert, R Chambon, F Collin
Finite Elements in Analysis and Design 119, 45-62, 2016
92016
Model-based interpretation of undrained creep instability in loose sands
F Marinelli, F Pisano', C di Prisco, G Buscarnera
Géotechnique 68 (6), 504-517, 2018
82018
Viscoplastic Interpretation of Localized Compaction Creep in Porous Rock
S Ghassan, F Marinelli, G Buscarnera
Journal of Geophysical Research: Solid Earth 124 (10), 10180-10196, 2019
62019
Instability criteria for quasi-saturated viscous soils
F Marinelli, G Buscarnera
International Journal for Numercal and Analytical Methods in Geomechanics, 2018
42018
A Generalized Backward Euler algorithm for the numerical integration of a viscous breakage model
F Marinelli, G Buscarnera
International Journal for Numerical and Analytical Methods in Geomechanics, 2018
32018
A Rotational Hardening Model Capturing Undrained Failure in Anisotropic Soft Clays
Y Chen, F Marinelli, G Buscarnera
Indian Geotechnical Journal 49 (4), 369 - 380, 2019
22019
Mathematical interpretation of delayed instability in viscous unsaturated soil
Y Chen, F Marinelli, G Buscarnera
Géotechnique Letter 9 (3), 165-172, 2019
22019
Anisotropic Breakage Mechanics: from stored energy to yielding in transversely isotropic granular rocks
F Marinelli, G Buscarnera
Journal of the Mechanics and Physics of Solids, 2019
22019
Local second gradient models for thermo-hydro-mechanical coupling in rock like materials
Y Sieffert, F Marinelli, R Chambon
Advances in bifurcation and degradation in geomaterials 11, 219-226, 2011
22011
Modeling of brittle failure based on a Hoek & Brown yield criterion: parametric studies and constitutive validation
F Marinelli, N Zalamea, S Brasile, C Giuseppe, R Brinkgreve
53rd US Rock Mechanics/Geomechanics, New York, 2019
12019
Compaction localization in granular rocks: modeling grain-size effects
F Marinelli, Y Zhang, G Buscarnera
51st US Rock Mechanics / Geomechanics Symposium, At San Francisco, 2017
12017
Influence of Clay Anisotropy on Model Simulations of Wetting Collapse
Y Chen, F Marinelli, G Buscarnera
Journal of Engineering Mechanics 146 (2), 04019130, 2020
2020
Constitutive behaviour of brittle layered rocks using a 3D anisotropic Hoek & Brown model
F Marinelli, Z Nicolas, G Cammarata, S Brasile
16th International Conference of IACMAG (Turin, IT), 2020
2020
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20