IRIS
BILOTTA, EMILIO
 Distribuzione geografica
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Continente #
AS - Asia 6.909
NA - Nord America 5.941
EU - Europa 5.698
SA - Sud America 727
AF - Africa 136
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 6
Totale 19.433
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Nazione #
US - Stati Uniti d'America 5.400
SG - Singapore 3.177
RU - Federazione Russa 1.894
IT - Italia 1.664
CN - Cina 1.354
VN - Vietnam 945
DE - Germania 606
HK - Hong Kong 592
BR - Brasile 562
GB - Regno Unito 445
CA - Canada 436
FR - Francia 347
IN - India 167
FI - Finlandia 161
JP - Giappone 156
UA - Ucraina 132
KR - Corea 98
IE - Irlanda 91
BD - Bangladesh 87
SE - Svezia 73
MX - Messico 66
AR - Argentina 62
IR - Iran 47
PH - Filippine 44
NL - Olanda 43
AT - Austria 41
GR - Grecia 38
IQ - Iraq 36
EC - Ecuador 31
TR - Turchia 31
PL - Polonia 30
ZA - Sudafrica 29
TH - Thailandia 25
ES - Italia 22
PK - Pakistan 21
TW - Taiwan 20
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 13
EG - Egitto 11
UZ - Uzbekistan 11
CL - Cile 10
DZ - Algeria 10
HR - Croazia 10
MA - Marocco 10
UY - Uruguay 10
JM - Giamaica 8
NP - Nepal 8
NZ - Nuova Zelanda 8
PE - Perù 8
AE - Emirati Arabi Uniti 7
AU - Australia 7
ET - Etiopia 7
HU - Ungheria 7
PY - Paraguay 7
TN - Tunisia 7
BO - Bolivia 6
CH - Svizzera 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
KG - Kirghizistan 4
KZ - Kazakistan 4
NI - Nicaragua 4
SM - San Marino 4
AM - Armenia 3
AZ - Azerbaigian 3
CR - Costa Rica 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
DJ - Gibuti 2
DM - Dominica 2
GT - Guatemala 2
IL - Israele 2
MD - Moldavia 2
ME - Montenegro 2
MK - Macedonia 2
Totale 19.382
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Città #
Singapore 1.626
San Jose 795
Hong Kong 552
Moscow 491
Chandler 485
Munich 440
Hefei 394
Ashburn 385
Montréal 313
Mcallen 298
Santa Clara 292
Beijing 285
Ho Chi Minh City 279
Napoli 185
Rome 184
Hanoi 180
The Dalles 176
Lauterbourg 170
Millbury 142
Tokyo 141
Jacksonville 129
Los Angeles 117
Naples 116
Princeton 102
Buffalo 79
Boston 77
Nanjing 75
Seoul 71
Des Moines 67
Milan 67
New York 67
Redondo Beach 66
Wilmington 61
Council Bluffs 56
Helsinki 51
São Paulo 47
Haiphong 46
Ottawa 45
Da Nang 44
Lawrence 43
Houston 40
Trichy 39
Dallas 35
Orem 35
Brooklyn 29
Nuremberg 29
Mexico City 28
Seattle 26
Frankfurt am Main 25
Nanchang 25
Redwood City 25
Toronto 24
London 23
Atlanta 21
Hebei 21
Kronberg 21
Ningbo 21
Pescara 21
Lusciano 20
Shenyang 20
Amsterdam 19
Belo Horizonte 19
Falkenstein 19
Dong Ket 18
Phoenix 18
Turku 18
Rio de Janeiro 17
Vienna 17
Dublin 16
Tianjin 16
Torino 16
Warsaw 16
Montreal 15
Ann Arbor 14
Chicago 14
Denver 14
Florence 14
Grenoble 14
Johannesburg 14
Washington 14
Biên Hòa 13
Chennai 13
Norwalk 13
San Francisco 13
Changsha 12
Hải Dương 12
Nairobi 12
Shanghai 12
Stockholm 12
Turin 12
Baghdad 11
Boardman 11
Brasília 11
Charlotte 11
Guangzhou 11
Jiaxing 11
Manchester 11
Bangkok 10
Bexley 10
Guayaquil 10
Totale 10.320
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Nome #
BIM-FEM interoperability for the modelling of a traditional excavated tunnel 1.427
Carta di Microzonazione Sismica di livello 3 (FA) – Petogna, Poggio Picenze, Barisciano. 319
Carta di Microzonazione Sismica di livello 3 (FA) – Barisciano, Castelnuovo, San Pio delle Camere 231
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Barisciano, Castelnuovo, San Pio delle Camere 200
Liquefaction mechanisms and mitigation techniques 183
Mitigazione della suscettibilità alla liquefazione di sabbie sciolte con iniezioni di miscele plastiche: primi risultati sperimentali 176
CEDIMENTI INDOTTI DA GALLERIE SUPERFICIALI IN AMBIENTE URBANO 167
FIELD TESTS TO ASSESS THE EFFECTIVENESS OF THE GROUND IMPROVEMENT FOR LIQUEFACTION MITIGATION. 164
Experimental evidences of the effectiveness of some liquefaction mitigation measures 164
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Petogna, Poggio Picenze, Barisciano. 163
Induced partial saturation for liquefaction mitigation by bio-gas bubbles nucleation 161
I-BIM based approach for geotechnical and numerical modelling of a conventional tunnel excavation 159
Vulnerabilità sismica di cavità sotterranee in roccia tenera 157
Geotechnics and Heritage 155
Tunnels under seismic loading: a review of damage case histories and protection methods 151
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 140
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 134
Dynamic centrifuge testing to assess liquefaction potential 132
A numerical study on seismic vulnerability of tunnel linings 131
Ground improvement to mitigate liquefaction potential: experimental evidences and design procedures 130
Design of horizontal drains for the mitigation of liquefaction risk 129
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
Centrifuge modelling of the seismic performance of soft buried barriers 126
Numerical analysis of piles to reduce ground movements induced by shallow tunnelling 126
Monitoring an excavation in an urban area 125
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 125
Feasibility study of earthquake early warning systems: The case of tunnels of the Italian high-speed railway network 124
Handbook on Tunnels and Underground Works: Volume 1: Concept–Basic Principles of Design 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 123
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
EFFETTI DI UN PRE-CARICO SUL CARICO LIMITE NON DRENATO DI UNA FONDAZIONE SUPERFICIALE 120
A numerical Round Robin on tunnels under seismic actions 120
Numerical interpretation of monitoring data of an instrumented tunnel segmental ring 119
Modellazione geotecnica in centrifuga 118
Site Specific Seismic Performance of Circular Tunnels in Dry Sand 118
Feasibility study of a loss-driven earthquake early warning and rapid response systems for tunnels of the Italian high-speed railway network 118
Handbook on tunnels and underground works: Construction - methods, equipment, tools and materials 116
Displacements induced by tunnelling under a historical building 116
Influenza delle condizioni locali di sottosuolo sulla risposta sismica di un edificio pubblico di notevole altezza. 115
DESIGN METHOD FOR HORIZONTAL DRAINS IN LIQUEFIABLE SOIL. 115
Investigations and stability analysis of San Marcellino cavities in the historical centre of Naples 114
Sollecitazioni in rivestimenti di gallerie realizzate con TBM 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 111
PARAMETRIC STUDY TO EVALUATE THE PERFORMANCE OF HORIZONTAL DRAINS AS MITIGATION TECHNIQUE AGAINST SOIL LIQUEFACTION. 110
Prime interpretazioni di misure di deformazione nel rivestimento di una galleria realizzata con TBM 109
Soft Barriers for the Mitigation of Seismic Risk 109
MICROZONAZIONE SISMICAPER LA RICOSTRUZIONEDELL’AREA AQUILANAParte III Macroarea 4 109
Prove in sito su barriere soffici per la mitigazione del rischio sismico 109
CENTRIFUGE MODELLING IN LIQUEFIABLE GROUND BEFORE AND AFTER THE APPLICATION OF REMEDIATION TECHNIQUES 108
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 107
Analisi della sezione trasversale di una galleria sottoposta a sollecitazioni dinamiche 107
MISURE IN CENTRIFUGA D’INTERAZIONE DINAMICA TERRENO/GALLERIA 106
Numerical study of dynamic structure-soil-tunnel interaction for a case of the Thessaloniki Metro 106
Behaviour of a Segmental Tunnel Lining under Seismic Actions 103
A simplified procedure for evaluating post-seismic settlements in liquefiable soils 103
Preliminary Numerical Simulation of Centrifuge Tests on Tunnel-Building Interaction in Liquefiable Soil 102
Effect of flat joints on the seismic behaviour of a segmental tunnel lining 101
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 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
Field trials on soft grouting barriers to mitigate vibrations effects. 98
Site response analysis for microzonation: a comparison of different numerical approaches and amplification factors. 97
Efficacia di barriere interrate tramite l’approccio al macro-elemento 97
EVALUATION OF THE SEISMIC STABILITY OF UNDERGROUND CAVITIES IN NAPLES 96
Physical modelling of the interaction between a tunnel and a building in a liquefying ground and its mitigation 96
Sollecitazioni indotte da sisma su gallerie circolari interrate 96
Use of DInSAR technique for the integrated monitoring of displacement induced by urban tunneling 96
AN EARLY-STAGE DESIGN PROCEDURE FOR CIRCULAR TUNNEL LINING UNDER SEISMIC ACTIONS 95
Effects of the asynchronism of ground motion on the longitudinal behaviour of a circular tunnel 95
Soft grouting for the mitigation of seismic risk 95
Seismic vulnerability of circular tunnels in sand 95
Probabilistic evaluation of the seismic vulnerability of rock cavities in a historical Italian site. 94
Ground movements and strains in the lining of a tunnel in cohesionless soil 94
Use of a line of piles to prevent damages induced by tunnel excavations 94
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 94
Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation 93
Case study of soil-structure interaction during tunnelling for Barcelona Metro: A comparison between conventional and innovative displacement measurements 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
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 91
Assessment of post-liquefaction consolidation settlement 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
Comparative Analysis of State of the Art Liquefaction Mitigation Measures 90
Responses of a shallow tunnel in liquefiable ground subject to multiple shakings 89
Centrifuge tests on tunnel-building interaction in liquefiable soil 89
Seismic vulnerability of shallow underground cavities in soft rock 89
Experimental assessment of performance-based methods for the seismic design of circular tunnels. 88
Alcune evidenze sperimentali del comportamento di mezzi granulari 2D con inclusioni 88
A numerical study on tunnel-building interaction in liquefiable soil 88
Determinazione del coefficiente sismico equivalente 87
Effect of non-uniform seismic shaking on soil-tunnel interaction 87
Experimental and Numerical Investigation on the Effectiveness of Polymeric Barriers to Mitigate Vibrations 87
Totale 13.097
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Categoria #
all - tutte 60.757
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 60.757
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20268.392 889 761 855 700 1.436 292 884 566 1.076 493 234 206
2026/2027158 158 0 0 0 0 0 0 0 0 0 0 0
Totale 19.754