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Sebastiano Rampello
Sebastiano Rampello
Professore Ordinario di Ingegneria Geotecnica
Email verificata su uniroma1.it
Titolo
Citata da
Citata da
Anno
A laboratory study of the strength of four stiff clays
JB Burland, S Rampello, VN Georgiannou, G Calabresi
Géotechnique 46 (3), 491-514, 1996
2761996
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths
S Rampello, GMB Viggiani, A Amorosi
Géotechnique 47 (3), 475-489, 1997
1411997
Static and dynamic measurements of undrained stiffness on natural overconsolidated clays.
VN Georgiannou, S Rampello, F Silvestri
Deformation of soils and displacement of structures 1, 91-95, 1991
1081991
Shear strength and small-strain stiffness of a natural clay under general stress conditions
L Callisto, S Rampello
Géotechnique 52 (8), 547-560, 2002
1012002
An interpretation of structural degradation for three natural clays
L Callisto, S Rampello
Canadian Geotechnical Journal 41 (3), 392-407, 2004
972004
An experimental investigation into the mechanical behaviour of a structured stiff clay
A Amorosi, S Rampello
Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique …, 2011
922011
Decoupled seismic analysis of an earth dam
E Cascone, S Rampello
Soil Dynamics and Earthquake Engineering 23 (5), 349-365, 2003
862003
Evaluation of the seismic response of a homogeneous earth dam
S Rampello, E Cascone, N Grosso
Soil Dynamics and Earthquake Engineering 29 (5), 782-798, 2009
802009
A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples
S Rampello, L Callisto
Canadian Geotechnical Journal 35 (6), 1074-1092, 1998
601998
The dependence of small strain stiffness on stress state and history for fine grained soils: the example of Vallericca clay.
S Rampello, F Silvestri, G Viggiani
Pre-failure deformation of geomaterials 1, 273-278, 1994
521994
The dependence of G0 on stress state and history in cohesive soils. Panel discussion.
S Rampello, F Silvestri, G Viggiani
Pre-failure deformation of geomaterials 2, 1155-1160, 1995
49*1995
A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement
V Bandini, G Biondi, E Cascone, S Rampello
Soil Dynamics and Earthquake Engineering 71, 128-142, 2015
482015
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 …
S Rampello, L Callisto, G Viggiani, FM Soccodato
Geomechanics and tunnelling 5 (3), 275-299, 2012
482012
The stress-strain behaviour of natural and reconstituted samples of two oversonsolidated clays
S Rampello, F Silvestri
Geotechnical engineering of hard soils-soft rocks, 769-778, 1993
461993
A performance-based approach to design reinforced-earth retaining walls
D Gaudio, L Masini, S Rampello
Geotextiles and Geomembranes 46 (4), 470-485, 2018
362018
Soil–structure interaction for the seismic design of the Messina Strait Bridge
L Callisto, S Rampello, GMB Viggiani
Soil dynamics and earthquake engineering 52, 103-115, 2013
342013
The influence of natural soil structure on the mechanical behaviour of a stiff clay.
A Amorosi, S Rampello
The Geotechnics of Hard Soils-Soft Rocks 1, 395-402, 1998
341998
An interpretation of the seismic behaviour of reinforced-earth retaining structures
L Masini, L Callisto, S Rampello
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015, 25-34, 2015
332015
Strength and dilatancy of natural and reconstituted Vallericca clay
S Rampello, VN Georgiannou, G Viggiani
Geotechnical engineering of hard soils-soft rocks 1, 761-768, 1993
331993
An approach to evaluate the efficiency of compensation grouting
L Masini, S Rampello, K Soga
Journal of Geotechnical and Geoenvironmental Engineering 140 (12), 04014073, 2014
322014
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
Articoli 1–20