Emilio Bilotta
Citata da
Citata da
Seismic behaviour of tunnels: From experiments to analysis
G Tsinidis, F de Silva, I Anastasopoulos, E Bilotta, A Bobet, YMA Hashash, ...
Tunnelling and underground space technology 99, 103334, 2020
Centrifuge modeling of seismic loading on tunnels in sand
G Lanzano, E Bilotta, G Russo, F Silvestri, S Madabhushi
Geotechnical Testing Journal 35 (6), 854-869, 2012
A numerical Round Robin on tunnels under seismic actions
E Bilotta, G Lanzano, SPG Madabhushi, F Silvestri
Acta geotechnica 9, 563-579, 2014
Experimental and numerical study on circular tunnels under seismic loading
G Lanzano, E Bilotta, G Russo, F Silvestri
European Journal of Environmental and Civil Engineering 19 (5), 539-563, 2015
Displacements induced by tunnelling under a historical building
E Bilotta, A Paolillo, G Russo, S Aversa
Tunnelling and Underground Space Technology 61, 221-232, 2017
I-BIM based approach for geotechnical and numerical modelling of a conventional tunnel excavation
S Fabozzi, SA Biancardo, R Veropalumbo, E Bilotta
Tunnelling and Underground Space Technology 108, 103723, 2021
Use of a line of piles to prevent damages induced by tunnel excavation
E Bilotta, G Russo
Journal of geotechnical and geoenvironmental engineering 137 (3), 254-262, 2011
Use of diaphragm walls to mitigate ground movements induced by tunnelling
E Bilotta
Géotechnique 58 (2), 143-155, 2008
Tunnels under seismic loading: a review of damage case histories and protection methods
G Lanzano, E Bilotta, G Russo
Fabbrocino & Santucci de Magistris eds, 65-74, 2008
Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy)
S Fabozzi, V Licata, S Autuori, E Bilotta, G Russo, F Silvestri
Underground Space 2 (2), 88-105, 2017
Importance of seismic site response and soil–structure interaction in the dynamic behaviour of a tall building founded on piles
E Bilotta, L DE SANCTIS, R Di Laora, A D’ONOFRIO, F Silvestri
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015 …, 2015
Seismic vulnerability of circular tunnels in sand
F de Silva, S Fabozzi, N Nikitas, E Bilotta, R Fuentes
Géotechnique 71 (11), 1056-1070, 2021
Internal forces arising in the segmental lining of an earth pressure balance-bored tunnel
E Bilotta, G Russo
Journal of geotechnical and geoenvironmental engineering 139 (10), 1765-1780, 2013
Tensile fabric structures: design, analysis, and construction
CG Huntington
American Society of Civil Engineers, 2013
Pseudostatic and dynamic analyses of tunnels in transversal and longitudinal directions
E Bilotta, G Lanzano, G Russo, F Santucci de Magistris, V Aiello, E Conte, ...
Proceeding of the fourth international conference on earthquake geotechnical …, 2007
Behaviour of a segmental tunnel lining under seismic actions
S Fabozzi, E Bilotta
Procedia engineering 158, 230-235, 2016
Seismic analyses of shallow tunnels by dynamic centrifuge tests and finite elements
E Bilotta, G Lanzano, G Russo, F Silvestri, G Madabhushi
Proceedings of the 17th International Conference on Soil Mechanics and …, 2009
One-dimensional ground response as a preliminary tool for dynamic analyses in geotechnical earthquake engineering
C Visone, E Bilotta, F Santucci de Magistris
Journal of Earthquake Engineering 14 (1), 131-162, 2009
Effects of the asynchronism of ground motion on the longitudinal behaviour of a circular tunnel
S Fabozzi, E Bilotta, H Yu, Y Yuan
Tunnelling and Underground Space Technology 82, 529-541, 2018
A field trial to test the efficiency of induced partial saturation and horizontal drains to mitigate the susceptibility of soils to liquefaction
A Flora, E Bilotta, A Chiaradonna, S Lirer, L Mele, L Pingue
Bulletin of Earthquake Engineering 19, 3835-3864, 2021
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