Università degli Studi di Cagliari
Fabio Maria Soccodato
EFFECTS OF NON-LINEAR SOIL BEHAVIOUR ON THE SEISMIC RESPONSE OF MULTI-STOREY SHALLOW UNDERGROUND STRUCTURES
2024-01-01 Zucca, Marco; Tropeano, Giuseppe; Soccodato, Fabio
Seismic Performance of Multi-propped Retaining Structures
2023-01-01 Tropeano, G.; Soccodato, F. M.
Seismic Performance of Rock Slopes and Wedges Accounting for Progressive Strength Reduction of Joints
2022-01-01 Tropeano, Giuseppe; Soccodato, Fabio M.
Numerical Analysis of a Deep Excavation in Front of MarmorKirken, Copenhagen
2021-01-01 Soccodato, Fabio M.; Tropeano, Giuseppe
Some Remarks on the Seismic Design of Multipropped Retaining Walls
2021-01-01 Soccodato, Fabio M.; Tropeano, Giuseppe; Aru, Alessandro
Effects of progressive strength degradation on seismic-induced displacements of rock slopes
2019-01-01 Soccodato, F. M.; Tropeano, G.
Re-evaluation of code-specified stratigraphic amplification factors based on Italian experimental records and numerical seismic response analyses
2018-01-01 Tropeano, G.; Soccodato, F. M.; Silvestri, F.
Lo scavo della stazione MarmorKirken della metropolitana di Copenhagen
2017-01-01 Soccodato, FABIO MARIA; Tropeano, Giuseppe; Fantauzzi, G.
The ongoing destabilization of the Mosul dam as observed by synthetic aperture radar interferometry
2017-01-01 Milillo, Pietro; Porcu, MARIA CRISTINA; Lundgren, Paul; Soccodato, FABIO MARIA; Salzer, Jacqueline; Fielding, Eric; Bürgmann, Roland; Milillo, Giovanni; Perissin, Daniele; Biondi, Filippo
Il processo di Building Risk Assessment condotto sulla chiesa di MarmorKirken (Cityringen Metro)
2017-01-01 Fantauzzi, G; Soccodato, FABIO MARIA
Numerical analyses of cross and buttress walls effectiveness
2015-01-01 Soccodato, FABIO MARIA; Tropeano, Giuseppe; Erbì, E; Pintus, F.
The role of ground motion characters on the dynamic performance of propped retaining structures.
2015-01-01 Soccodato, FABIO MARIA; Tropeano, Giuseppe
Analisi numerica dell’efficacia dei muri sacrificali per la riduzione degli spostamenti indotti da scavi profondi
2015-01-01 Pintus, F; Tropeano, Giuseppe; Erbì, E; Soccodato, FABIO MARIA
Analisi Dinamiche di Paratie Plurivincolate
2014-01-01 Tropeano, Giuseppe; Soccodato, FABIO MARIA
Dynamic analyses of propped retaining structures
2014-01-01 Tropeano, Giuseppe; Soccodato, FABIO MARIA
Seismic behaviour of propped retaining structures
2013-01-01 Soccodato, FABIO MARIA; Tropeano, Giuseppe
The crossing of the historical centre of Rome by the new underground Line C: a study of soil structure-interaction for historical buildings
2013-01-01 Burghignoli, A; Callisto, L; Rampello, S; Soccodato, FABIO MARIA; Viggiani, Gmb
Numerical analysis of cross-walls effectiveness in reducing wall deflections associated to deep excavations
2012-01-01 Erbì, E; Soccodato, FABIO MARIA
Evaluating the effects of tunnelling on hystorical building: The example of a new subway in Rome
2012-01-01 Rampello, S; Callisto, L; Soccodato, FABIO MARIA; Viggiani, Gmb
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome. Auswertung der Auswirkungen des Tunnelbaus auf historische Gebäude am Beispiel einer neuen U-Bahnlinie in Rom
2012-01-01 Rampello, S; Callisto, L; Viggiani, G; Soccodato, FABIO MARIA
A 3d numerical study of deep excavations in clayey soils
2012-01-01 Erbì, E; Soccodato, FABIO MARIA
Modellazione fisica e analisi numerica del comportamento di una paratia ancorata
2011-01-01 Callisto, L; Losito, M; Soccodato, FABIO MARIA
Cementation effects in two lacustrine clayey soils
2010-01-01 Burghignoli, A; Miliziano, S; Soccodato, FABIO MARIA
An experimental study of deep dry mixing in a clayey soil
2010-01-01 Miliziano, S; Soccodato, FABIO MARIA
Seismic design of flexible cantilevered retaining walls
2010-01-01 Callisto, L; Soccodato, FABIO MARIA
Simulation of mechanical behaviour of Toyoura sand using Severn Trent constitutive model
2010-01-01 Miliziano, S; ROTISCIANI G., M; Soccodato, FABIO MARIA
Dimensionamento di paratie a sbalzo in presenza di azioni sismiche
2009-01-01 Soccodato, FABIO MARIA; Callisto, L.
Performance-Based design of embedded retaining walls subjected to seismic loading
2009-01-01 Callisto, L; Soccodato, FABIO MARIA
An approach to the seismic design of embedded retaining walls based on the results of dynamic numerical analysis
2009-01-01 Soccodato, FABIO MARIA; L., Callisto
Sperimentazione in centrifuga su cassoni a suzione installati in terreni stratificati sollecitati da carichi verticali
2009-01-01 Rotisciani, G; Miliziano, S; Soccodato, FABIO MARIA
Simulazione del comportamento meccanico della sabbia di Toyoura mediante il legame costitutivo Severn Trent
2008-01-01 Rotisciani, G; Miliziano, S; Soccodato, FABIO MARIA
Subsurface tunnelling-induced displacements
2008-01-01 VIGGIANI G. M., B; Soccodato, FABIO MARIA
Analysis of the Seismic Behaviour of Propped Retaining Structures
2008-01-01 Callisto, L; Soccodato, FABIO MARIA; Conti, R.
SEISMIC ANALYSIS OF AN EMBEDDED RETAINING STRUCTURE IN COARSE-GRAINED SOILS
2007-01-01 L., Callisto; Soccodato, FABIO MARIA
A study of the response of monumental and historical structures to tunnelling
2006-01-01 A., Burghignoli; W., Lacarbonara; Soccodato, FABIO MARIA; F., Vestroni; G., Viggiani
A study of the interaction between the new C Line of Roma Underground and the Aurelian Wall
2006-01-01 Viggiani, G; Soccodato, FABIO MARIA; Burghignoli, A.
Predicting tunnelling-induced displacements and associated damage to structures
2004-01-01 Viggiani, G; Soccodato, FABIO MARIA
Analisi dell'interazione tra le gallerie metropolitane e ambiente monumentale sovrastante
2004-01-01 A., Burghignoli; W., Lacarbonara; Soccodato, FABIO MARIA; F., Vestroni; G., Viggiani
Studio dell'interazione tra le opere della linea C della metropolitana di Roma e le Mura Aureliane
2004-01-01 Viggiani, G; Soccodato, FABIO MARIA; Burghignoli, A.
Geotechnical properties of Fucino clayey soil
2003-01-01 Soccodato, FABIO MARIA
Evaluation of advanced constitutive modelling for cemented clayey soils: a case history
2003-01-01 Burghignoli, A; Cocciuti, M; Miliziano, S; Soccodato, FABIO MARIA
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