BILOTTA, EMILIO
 Distribuzione geografica
Continente #
AS - Asia 6.853
NA - Nord America 5.681
EU - Europa 5.638
SA - Sud America 719
AF - Africa 136
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 6
Totale 19.049
Nazione #
US - Stati Uniti d'America 5.163
SG - Singapore 3.177
RU - Federazione Russa 1.894
IT - Italia 1.620
CN - Cina 1.333
VN - Vietnam 942
DE - Germania 606
HK - Hong Kong 592
BR - Brasile 555
GB - Regno Unito 442
CA - Canada 420
FR - Francia 346
IN - India 167
FI - Finlandia 161
JP - Giappone 156
UA - Ucraina 130
KR - Corea 98
IE - Irlanda 91
SE - Svezia 73
MX - Messico 66
AR - Argentina 62
BD - Bangladesh 59
IR - Iran 47
PH - Filippine 44
NL - Olanda 42
AT - Austria 41
GR - Grecia 38
IQ - Iraq 36
TR - Turchia 31
EC - Ecuador 30
ZA - Sudafrica 29
PL - Polonia 28
TH - Thailandia 24
ES - Italia 22
PK - Pakistan 21
TW - Taiwan 19
ID - Indonesia 17
NO - Norvegia 16
VE - Venezuela 16
CI - Costa d'Avorio 15
KE - Kenya 14
CO - Colombia 13
MY - Malesia 13
PT - Portogallo 12
EG - Egitto 11
UZ - Uzbekistan 11
CL - Cile 10
DZ - Algeria 10
MA - Marocco 10
UY - Uruguay 10
NZ - Nuova Zelanda 8
PE - Perù 8
AE - Emirati Arabi Uniti 7
AU - Australia 7
ET - Etiopia 7
HU - Ungheria 7
NP - Nepal 7
PY - Paraguay 7
TN - Tunisia 7
BO - Bolivia 6
CH - Svizzera 6
JM - Giamaica 6
LB - Libano 6
LT - Lituania 6
RO - Romania 6
AL - Albania 5
BE - Belgio 5
HN - Honduras 5
JO - Giordania 5
PS - Palestinian Territory 5
RS - Serbia 5
SA - Arabia Saudita 5
SI - Slovenia 5
SN - Senegal 5
BA - Bosnia-Erzegovina 4
CD - Congo 4
CZ - Repubblica Ceca 4
HR - Croazia 4
KG - Kirghizistan 4
KZ - Kazakistan 4
SM - San Marino 4
AM - Armenia 3
AZ - Azerbaigian 3
DK - Danimarca 3
EU - Europa 3
PA - Panama 3
SY - Repubblica araba siriana 3
AO - Angola 2
BB - Barbados 2
BG - Bulgaria 2
BH - Bahrain 2
CR - Costa Rica 2
DJ - Gibuti 2
DM - Dominica 2
GT - Guatemala 2
IL - Israele 2
MD - Moldavia 2
ME - Montenegro 2
MK - Macedonia 2
MN - Mongolia 2
Totale 19.001
Città #
Singapore 1.626
San Jose 792
Hong Kong 552
Moscow 491
Chandler 485
Munich 440
Hefei 394
Ashburn 353
Montréal 313
Mcallen 298
Beijing 285
Santa Clara 279
Ho Chi Minh City 277
Napoli 185
Hanoi 180
Rome 177
The Dalles 176
Lauterbourg 170
Millbury 142
Tokyo 141
Jacksonville 128
Naples 113
Los Angeles 112
Princeton 102
Boston 77
Nanjing 75
Buffalo 74
Seoul 71
Des Moines 67
Redondo Beach 66
Milan 65
New York 61
Wilmington 61
Helsinki 51
Haiphong 46
Ottawa 45
São Paulo 44
Da Nang 43
Lawrence 43
Houston 39
Trichy 39
Council Bluffs 36
Dallas 34
Orem 34
Nuremberg 29
Mexico City 28
Brooklyn 27
Seattle 26
Frankfurt am Main 25
Nanchang 25
Redwood City 25
London 22
Hebei 21
Kronberg 21
Ningbo 21
Lusciano 20
Shenyang 20
Amsterdam 19
Belo Horizonte 19
Falkenstein 19
Atlanta 18
Dong Ket 18
Pescara 18
Toronto 18
Turku 18
Vienna 17
Dublin 16
Phoenix 16
Rio de Janeiro 16
Tianjin 16
Torino 16
Warsaw 15
Ann Arbor 14
Chicago 14
Denver 14
Grenoble 14
Johannesburg 14
Biên Hòa 13
Chennai 13
Florence 13
Montreal 13
Norwalk 13
Washington 13
Changsha 12
Hải Dương 12
Nairobi 12
Stockholm 12
Turin 12
Baghdad 11
Brasília 11
Guangzhou 11
Jiaxing 11
Shanghai 11
Bangkok 10
Bexley 10
Boardman 10
Kuala Lumpur 10
Oslo 10
San Francisco 10
Ankara 9
Totale 10.183
Nome #
BIM-FEM interoperability for the modelling of a traditional excavated tunnel 1.426
Carta di Microzonazione Sismica di livello 3 (FA) – Petogna, Poggio Picenze, Barisciano. 315
Carta di Microzonazione Sismica di livello 3 (FA) – Barisciano, Castelnuovo, San Pio delle Camere 230
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Barisciano, Castelnuovo, San Pio delle Camere 200
Mitigazione della suscettibilità alla liquefazione di sabbie sciolte con iniezioni di miscele plastiche: primi risultati sperimentali 174
Liquefaction mechanisms and mitigation techniques 170
CEDIMENTI INDOTTI DA GALLERIE SUPERFICIALI IN AMBIENTE URBANO 167
FIELD TESTS TO ASSESS THE EFFECTIVENESS OF THE GROUND IMPROVEMENT FOR LIQUEFACTION MITIGATION. 163
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Petogna, Poggio Picenze, Barisciano. 161
Induced partial saturation for liquefaction mitigation by bio-gas bubbles nucleation 159
I-BIM based approach for geotechnical and numerical modelling of a conventional tunnel excavation 158
Experimental evidences of the effectiveness of some liquefaction mitigation measures 157
Geotechnics and Heritage 154
Vulnerabilità sismica di cavità sotterranee in roccia tenera 153
Tunnels under seismic loading: a review of damage case histories and protection methods 146
Carta di Microzonazione Sismica di livello 3 (FH 0.7- 1.3) –Castelnuovo 145
Alcune osservazioni sull’effetto di diaframmi interrati sui movimenti indotti da scavi di gallerie 139
Input motion definition and simulation of observed soil liquefaction: the case study of Pieve di Cento 135
MICROZONAZIONE SISMICA PER LA RICOSTRUZIONE DELL’AREA AQUILANAMacroarea 4 –Poggio Picenze, Barisciano, S. Pio delle CamereAllegato 4.6 Analisi numeriche di risposta sismica locale 132
Dynamic centrifuge testing to assess liquefaction potential 130
A numerical study on seismic vulnerability of tunnel linings 130
Ground improvement to mitigate liquefaction potential: experimental evidences and design procedures 128
Analisi pseudostatica e dinamica di gallerie in aree sismiche 127
Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy) 127
Numerical analysis of piles to reduce ground movements induced by shallow tunnelling 126
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 125
Design of horizontal drains for the mitigation of liquefaction risk 124
Centrifuge modelling of the seismic performance of soft buried barriers 123
Re-use of construction and demolition waste for geotechnical applications 123
The Effect of a Grouted Isolating Barrier on the Seismic Performance of a Reinforced Concrete Structure 122
Numerical Analyses of the Effectiveness of Soft Barriers into the Soil for the Mitigation of Seismic Risk 122
GROUND MOVEMENTS AND LINING STRAINS DURING AN UNDERGROUND TUNNEL CONSTRUCTION IN COHESIONLESS SOIL IN NAPLES 121
Feasibility study of earthquake early warning systems: The case of tunnels of the Italian high-speed railway network 121
A numerical Round Robin on tunnels under seismic actions 120
Monitoring an excavation in an urban area 119
EFFETTI DI UN PRE-CARICO SUL CARICO LIMITE NON DRENATO DI UNA FONDAZIONE SUPERFICIALE 118
Numerical interpretation of monitoring data of an instrumented tunnel segmental ring 118
Site Specific Seismic Performance of Circular Tunnels in Dry Sand 117
Modellazione geotecnica in centrifuga 116
Feasibility study of a loss-driven earthquake early warning and rapid response systems for tunnels of the Italian high-speed railway network 116
Influenza delle condizioni locali di sottosuolo sulla risposta sismica di un edificio pubblico di notevole altezza. 115
Displacements induced by tunnelling under a historical building 115
DESIGN METHOD FOR HORIZONTAL DRAINS IN LIQUEFIABLE SOIL. 112
Investigations and stability analysis of San Marcellino cavities in the historical centre of Naples 112
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 111
Numerical back-calculation of strain measurements from an instrumented segmental tunnel lining 110
PARAMETRIC STUDY TO EVALUATE THE PERFORMANCE OF HORIZONTAL DRAINS AS MITIGATION TECHNIQUE AGAINST SOIL LIQUEFACTION. 110
Sollecitazioni in rivestimenti di gallerie realizzate con TBM 109
Soft Barriers for the Mitigation of Seismic Risk 109
Prove in sito su barriere soffici per la mitigazione del rischio sismico 109
Handbook on tunnels and underground works: Construction - methods, equipment, tools and materials 108
MICROZONAZIONE SISMICAPER LA RICOSTRUZIONEDELL’AREA AQUILANAParte III Macroarea 4 108
Prime interpretazioni di misure di deformazione nel rivestimento di una galleria realizzata con TBM 107
Analisi della sezione trasversale di una galleria sottoposta a sollecitazioni dinamiche 106
CENTRIFUGE MODELLING IN LIQUEFIABLE GROUND BEFORE AND AFTER THE APPLICATION OF REMEDIATION TECHNIQUES 106
MISURE IN CENTRIFUGA D’INTERAZIONE DINAMICA TERRENO/GALLERIA 105
Numerical study of dynamic structure-soil-tunnel interaction for a case of the Thessaloniki Metro 105
A simplified procedure for evaluating post-seismic settlements in liquefiable soils 102
Preliminary Numerical Simulation of Centrifuge Tests on Tunnel-Building Interaction in Liquefiable Soil 102
Behaviour of a Segmental Tunnel Lining under Seismic Actions 101
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 100
Experimental observation of the behaviour of a 2D granular material with inclusions 100
Numerical Study of Segmental Tunnel Lining Behavior During Mechanized Tunneling 100
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 99
Effect of flat joints on the seismic behaviour of a segmental tunnel lining 99
Efficacia di barriere interrate tramite l’approccio al macro-elemento 97
Field trials on soft grouting barriers to mitigate vibrations effects. 97
Sollecitazioni indotte da sisma su gallerie circolari interrate 96
Site response analysis for microzonation: a comparison of different numerical approaches and amplification factors. 96
EVALUATION OF THE SEISMIC STABILITY OF UNDERGROUND CAVITIES IN NAPLES 95
AN EARLY-STAGE DESIGN PROCEDURE FOR CIRCULAR TUNNEL LINING UNDER SEISMIC ACTIONS 95
Use of DInSAR technique for the integrated monitoring of displacement induced by urban tunneling 95
Seismic vulnerability of circular tunnels in sand 95
Probabilistic evaluation of the seismic vulnerability of rock cavities in a historical Italian site. 94
Physical modelling of the interaction between a tunnel and a building in a liquefying ground and its mitigation 94
Ground movements and strains in the lining of a tunnel in cohesionless soil 94
Effects of the asynchronism of ground motion on the longitudinal behaviour of a circular tunnel 94
Soft grouting for the mitigation of seismic risk 94
Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation 93
Effects of asynchronism on seismic performance of earth dams 93
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 92
A round robin test on tunnels under seismic actions 92
Use of a line of piles to prevent damages induced by tunnel excavations 91
Numerical modelling of the effect of horizontal drains in centrifuge tests on soil-structure interaction in liquefiable soils 91
Shaking Table Tests on Seismic Responses of Atrium-style Subway Station 90
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 90
Comparative Analysis of State of the Art Liquefaction Mitigation Measures 89
Seismic vulnerability of shallow underground cavities in soft rock 89
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 88
Centrifuge tests on tunnel-building interaction in liquefiable soil 88
Alcune evidenze sperimentali del comportamento di mezzi granulari 2D con inclusioni 88
Assessment of post-liquefaction consolidation settlement 88
Effect of non-uniform seismic shaking on soil-tunnel interaction 87
A numerical study on tunnel-building interaction in liquefiable soil 87
Experimental and Numerical Investigation on the Effectiveness of Polymeric Barriers to Mitigate Vibrations 86
Responses of a shallow tunnel in liquefiable ground subject to multiple shakings 85
Experimental assessment of performance-based methods for the seismic design of circular tunnels. 85
Calibration of the mechanical parameters for the numerical simulations of dynamic centrifuge experiments 85
Numerical study of a measure for mitigating ground displacements induced by tunnelling 84
Numerical investigation of fibre optic sensing for sinkhole detection 82
Totale 12.896
Categoria #
all - tutte 57.515
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 57.515


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202165 0 0 0 0 0 0 0 0 0 0 36 29
2021/2022832 28 14 3 24 16 39 17 28 135 29 162 337
2022/20231.120 158 100 30 82 156 138 60 111 153 28 61 43
2023/2024761 24 103 57 85 52 68 36 64 12 33 155 72
2024/20254.825 241 265 36 29 131 408 503 306 390 407 1.603 506
2025/20268.163 889 761 855 700 1.436 292 884 566 1.076 493 211 0
Totale 19.367