IRIS
BILOTTA, EMILIO
 Distribuzione geografica
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Continente #
AS - Asia 5.367
EU - Europa 5.216
NA - Nord America 4.386
SA - Sud America 656
AF - Africa 107
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 6
Totale 15.753
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Nazione #
US - Stati Uniti d'America 3.905
SG - Singapore 2.941
RU - Federazione Russa 1.892
IT - Italia 1.490
CN - Cina 1.169
DE - Germania 591
HK - Hong Kong 545
BR - Brasile 524
GB - Regno Unito 428
CA - Canada 403
VN - Vietnam 237
FI - Finlandia 154
IN - India 129
UA - Ucraina 129
FR - Francia 116
IE - Irlanda 90
KR - Corea 86
SE - Svezia 73
MX - Messico 57
AR - Argentina 52
IR - Iran 47
AT - Austria 41
NL - Olanda 35
GR - Grecia 34
JP - Giappone 30
BD - Bangladesh 28
PL - Polonia 28
EC - Ecuador 27
TR - Turchia 26
ZA - Sudafrica 23
ES - Italia 21
IQ - Iraq 20
CI - Costa d'Avorio 15
NO - Norvegia 14
ID - Indonesia 13
PK - Pakistan 13
PT - Portogallo 12
MY - Malesia 11
CO - Colombia 10
KE - Kenya 9
MA - Marocco 9
TW - Taiwan 9
CL - Cile 8
EG - Egitto 8
NZ - Nuova Zelanda 8
PH - Filippine 8
UZ - Uzbekistan 8
VE - Venezuela 8
AE - Emirati Arabi Uniti 7
HU - Ungheria 7
PE - Perù 7
UY - Uruguay 7
AU - Australia 6
BO - Bolivia 6
CH - Svizzera 6
ET - Etiopia 6
TN - Tunisia 6
BE - Belgio 5
DZ - Algeria 5
HN - Honduras 5
LT - Lituania 5
PY - Paraguay 5
RO - Romania 5
BA - Bosnia-Erzegovina 4
CZ - Repubblica Ceca 4
JM - Giamaica 4
NP - Nepal 4
PS - Palestinian Territory 4
RS - Serbia 4
SA - Arabia Saudita 4
SI - Slovenia 4
SM - San Marino 4
AL - Albania 3
DK - Danimarca 3
EU - Europa 3
HR - Croazia 3
JO - Giordania 3
KG - Kirghizistan 3
LB - Libano 3
AM - Armenia 2
AO - Angola 2
BG - Bulgaria 2
BH - Bahrain 2
CD - Congo 2
DJ - Gibuti 2
KZ - Kazakistan 2
MD - Moldavia 2
MK - Macedonia 2
MN - Mongolia 2
MO - Macao, regione amministrativa speciale della Cina 2
MR - Mauritania 2
NI - Nicaragua 2
PA - Panama 2
SN - Senegal 2
SY - Repubblica araba siriana 2
TH - Thailandia 2
VC - Saint Vincent e Grenadine 2
XK - ???statistics.table.value.countryCode.XK??? 2
ZW - Zimbabwe 2
AD - Andorra 1
Totale 15.720
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Città #
Singapore 1.462
Hong Kong 530
Moscow 491
Chandler 485
Munich 440
Hefei 394
Montréal 313
Mcallen 298
Beijing 269
Santa Clara 268
Ashburn 242
Napoli 185
Rome 148
Millbury 142
Jacksonville 127
Princeton 102
Naples 100
Los Angeles 99
Ho Chi Minh City 78
Boston 77
The Dalles 76
Nanjing 75
Buffalo 74
Seoul 70
Des Moines 66
Redondo Beach 66
Wilmington 61
Milan 58
New York 50
Helsinki 45
Ottawa 44
Lawrence 43
São Paulo 42
Hanoi 40
Houston 39
Trichy 39
Dallas 27
Mexico City 27
Nuremberg 26
Seattle 26
Nanchang 25
Redwood City 25
Tokyo 24
Brooklyn 21
Hebei 21
Kronberg 21
London 20
Lusciano 20
Ningbo 20
Shenyang 20
Falkenstein 19
Belo Horizonte 18
Dong Ket 18
Turku 18
Pescara 17
Vienna 17
Rio de Janeiro 16
Tianjin 16
Torino 16
Amsterdam 15
Atlanta 15
Dublin 15
Frankfurt am Main 15
Warsaw 15
Ann Arbor 14
Denver 14
Grenoble 14
Toronto 14
Florence 13
Norwalk 13
Phoenix 13
Stockholm 12
Brasília 11
Chicago 11
Haiphong 11
Jiaxing 11
Johannesburg 11
Orem 11
Washington 11
Bexley 10
Boardman 10
Changsha 10
Montreal 10
Oslo 10
Shanghai 10
Turin 10
Chennai 9
Düsseldorf 9
Falls Church 9
Hyderabad 9
Indiana 9
Kuala Lumpur 9
Padova 9
Porto Alegre 9
San Francisco 9
Woodbridge 9
Ankara 8
Caxias do Sul 8
Chengdu 8
Cisterna di Latina 8
Totale 8.067
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Nome #
BIM-FEM interoperability for the modelling of a traditional excavated tunnel 1.403
Carta di Microzonazione Sismica di livello 3 (FA) – Petogna, Poggio Picenze, Barisciano. 276
Carta di Microzonazione Sismica di livello 3 (FA) – Barisciano, Castelnuovo, San Pio delle Camere 205
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Barisciano, Castelnuovo, San Pio delle Camere 172
CEDIMENTI INDOTTI DA GALLERIE SUPERFICIALI IN AMBIENTE URBANO 151
Mitigazione della suscettibilità alla liquefazione di sabbie sciolte con iniezioni di miscele plastiche: primi risultati sperimentali 151
FIELD TESTS TO ASSESS THE EFFECTIVENESS OF THE GROUND IMPROVEMENT FOR LIQUEFACTION MITIGATION. 135
Geotechnics and Heritage 134
I-BIM based approach for geotechnical and numerical modelling of a conventional tunnel excavation 134
Tunnels under seismic loading: a review of damage case histories and protection methods 129
Carta di Microzonazione Sismica di livello 3 (FH 0.1- 0.5) – Petogna, Poggio Picenze, Barisciano. 129
Experimental evidences of the effectiveness of some liquefaction mitigation measures 129
Liquefaction mechanisms and mitigation techniques 121
Induced partial saturation for liquefaction mitigation by bio-gas bubbles nucleation 121
Alcune osservazioni sull’effetto di diaframmi interrati sui movimenti indotti da scavi di gallerie 120
Input motion definition and simulation of observed soil liquefaction: the case study of Pieve di Cento 116
Carta di Microzonazione Sismica di livello 3 (FH 0.7- 1.3) –Castelnuovo 114
Design of horizontal drains for the mitigation of liquefaction risk 114
Dynamic centrifuge testing to assess liquefaction potential 112
Analisi pseudostatica e dinamica di gallerie in aree sismiche 112
Vulnerabilità sismica di cavità sotterranee in roccia tenera 112
MICROZONAZIONE SISMICA PER LA RICOSTRUZIONE DELL’AREA AQUILANAMacroarea 4 –Poggio Picenze, Barisciano, S. Pio delle CamereAllegato 4.6 Analisi numeriche di risposta sismica locale 109
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 108
A numerical study on seismic vulnerability of tunnel linings 108
Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy) 106
Numerical analysis of piles to reduce ground movements induced by shallow tunnelling 105
GROUND MOVEMENTS AND LINING STRAINS DURING AN UNDERGROUND TUNNEL CONSTRUCTION IN COHESIONLESS SOIL IN NAPLES 103
Centrifuge modelling of the seismic performance of soft buried barriers 103
Numerical interpretation of monitoring data of an instrumented tunnel segmental ring 102
Feasibility study of a loss-driven earthquake early warning and rapid response systems for tunnels of the Italian high-speed railway network 102
Modellazione geotecnica in centrifuga 101
Monitoring an excavation in an urban area 99
EFFETTI DI UN PRE-CARICO SUL CARICO LIMITE NON DRENATO DI UNA FONDAZIONE SUPERFICIALE 99
Influenza delle condizioni locali di sottosuolo sulla risposta sismica di un edificio pubblico di notevole altezza. 99
Displacements induced by tunnelling under a historical building 99
Site Specific Seismic Performance of Circular Tunnels in Dry Sand 98
A numerical Round Robin on tunnels under seismic actions 96
Numerical Analyses of the Effectiveness of Soft Barriers into the Soil for the Mitigation of Seismic Risk 96
Feasibility study of earthquake early warning systems: The case of tunnels of the Italian high-speed railway network 96
Investigations and stability analysis of San Marcellino cavities in the historical centre of Naples 96
LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results 95
Sollecitazioni in rivestimenti di gallerie realizzate con TBM 95
A simplified procedure for evaluating post-seismic settlements in liquefiable soils 94
Soft Barriers for the Mitigation of Seismic Risk 93
Re-use of construction and demolition waste for geotechnical applications 93
Numerical study of dynamic structure-soil-tunnel interaction for a case of the Thessaloniki Metro 93
Ground improvement to mitigate liquefaction potential: experimental evidences and design procedures 93
The Effect of a Grouted Isolating Barrier on the Seismic Performance of a Reinforced Concrete Structure 91
Analisi della sezione trasversale di una galleria sottoposta a sollecitazioni dinamiche 90
LEAP-2017 Simulation Exercise: Calibration of Constitutive Models and Simulation of the Element Tests 88
DESIGN METHOD FOR HORIZONTAL DRAINS IN LIQUEFIABLE SOIL. 88
Prime interpretazioni di misure di deformazione nel rivestimento di una galleria realizzata con TBM 87
CENTRIFUGE MODELLING IN LIQUEFIABLE GROUND BEFORE AND AFTER THE APPLICATION OF REMEDIATION TECHNIQUES 87
Numerical back-calculation of strain measurements from an instrumented segmental tunnel lining 87
Experimental observation of the behaviour of a 2D granular material with inclusions 86
MICROZONAZIONE SISMICAPER LA RICOSTRUZIONEDELL’AREA AQUILANAParte III Macroarea 4 86
PARAMETRIC STUDY TO EVALUATE THE PERFORMANCE OF HORIZONTAL DRAINS AS MITIGATION TECHNIQUE AGAINST SOIL LIQUEFACTION. 86
Probabilistic evaluation of the seismic vulnerability of rock cavities in a historical Italian site. 85
Prove in sito su barriere soffici per la mitigazione del rischio sismico 85
AN EARLY-STAGE DESIGN PROCEDURE FOR CIRCULAR TUNNEL LINING UNDER SEISMIC ACTIONS 84
Behaviour of a Segmental Tunnel Lining under Seismic Actions 84
LEAP-UCD-2017 Centrifuge Test Simulation at UNINA 83
Preliminary Numerical Simulation of Centrifuge Tests on Tunnel-Building Interaction in Liquefiable Soil 83
Seismic vulnerability of circular tunnels in sand 83
LEAP-ASIA-2019 Centrifuge Test Simulation at UNINA 82
MISURE IN CENTRIFUGA D’INTERAZIONE DINAMICA TERRENO/GALLERIA 82
Site response analysis for microzonation: a comparison of different numerical approaches and amplification factors. 82
Numerical Study of Segmental Tunnel Lining Behavior During Mechanized Tunneling 82
EVALUATION OF THE SEISMIC STABILITY OF UNDERGROUND CAVITIES IN NAPLES 81
Ground movements and strains in the lining of a tunnel in cohesionless soil 81
Use of a line of piles to prevent damages induced by tunnel excavations 80
Effect of flat joints on the seismic behaviour of a segmental tunnel lining 80
Use of DInSAR technique for the integrated monitoring of displacement induced by urban tunneling 80
Sollecitazioni indotte da sisma su gallerie circolari interrate 79
Efficacia di barriere interrate tramite l’approccio al macro-elemento 79
Field trials on soft grouting barriers to mitigate vibrations effects. 78
Effects of asynchronism on seismic performance of earth dams 76
Assessment of post-liquefaction consolidation settlement 76
Numerical modelling of the effect of horizontal drains in centrifuge tests on soil-structure interaction in liquefiable soils 76
Centrifuge tests on tunnel-building interaction in liquefiable soil 75
Physical modelling of the interaction between a tunnel and a building in a liquefying ground and its mitigation 75
A round robin test on tunnels under seismic actions 75
Soft grouting for the mitigation of seismic risk 75
Some remarks on the assessment of P-wave velocity in laboratory tests for evaluating the degree of saturation 74
Shaking Table Tests on Seismic Responses of Atrium-style Subway Station 74
LEAP-ASIA-2019 Simulation Exercise: Comparison of the Type-B and Type-C Numerical Simulations with Centrifuge Test Results 73
Handbook on tunnels and underground works: Construction - methods, equipment, tools and materials 73
Effects of the asynchronism of ground motion on the longitudinal behaviour of a circular tunnel 73
Empirical damage and liquefaction fragility curves from 2012 Emilia earthquake data 73
Numerical investigation of fibre optic sensing for sinkhole detection 72
Determinazione del coefficiente sismico equivalente 72
Micropiles to reduce ground movements induced by tunnelling 72
One dimensional ground response as a preliminary tool for dynamic analyses in Geotechnical Earthquake Engineering 71
Comparative Analysis of State of the Art Liquefaction Mitigation Measures 71
Effect of non-uniform seismic shaking on soil-tunnel interaction 71
Seismic vulnerability of shallow underground cavities in soft rock 71
Numerical study of a measure for mitigating ground displacements induced by tunnelling 69
Calibration of the mechanical parameters for the numerical simulations of dynamic centrifuge experiments 69
Lining structural monitoring in the new underground service of Naples (Italy) 69
Volume Loss Assessment with MT-InSAR during Tunnel Construction in the City of Naples (Italy) 68
Totale 10.943
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Categoria #
all - tutte 49.662
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 49.662
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021453 0 0 0 0 0 120 105 78 67 18 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
2025/20264.860 889 761 855 700 1.436 219 0 0 0 0 0 0
Totale 16.064