VIGGIANI, GIULIA
 Distribuzione geografica
Continente #
NA - Nord America 26.593
EU - Europa 3.775
AS - Asia 3.453
SA - Sud America 493
Continente sconosciuto - Info sul continente non disponibili 165
AF - Africa 73
OC - Oceania 17
Totale 34.569
Nazione #
US - Stati Uniti d'America 26.414
IT - Italia 1.568
SG - Singapore 1.403
CN - Cina 874
UA - Ucraina 410
BR - Brasile 387
HK - Hong Kong 352
RU - Federazione Russa 318
DE - Germania 303
IE - Irlanda 288
FR - Francia 255
VN - Vietnam 237
GB - Regno Unito 199
JP - Giappone 120
CA - Canada 104
FI - Finlandia 101
BD - Bangladesh 100
KR - Corea 95
NL - Olanda 78
IN - India 62
SE - Svezia 48
ID - Indonesia 41
AR - Argentina 36
PL - Polonia 36
TR - Turchia 34
ES - Italia 29
MX - Messico 24
NO - Norvegia 22
IQ - Iraq 20
ZA - Sudafrica 20
CO - Colombia 19
IR - Iran 19
BE - Belgio 17
AU - Australia 16
RO - Romania 14
CH - Svizzera 13
MA - Marocco 12
MY - Malesia 12
CL - Cile 11
JM - Giamaica 11
PH - Filippine 11
UZ - Uzbekistan 11
EC - Ecuador 10
PE - Perù 10
AT - Austria 9
CR - Costa Rica 9
CZ - Repubblica Ceca 9
PK - Pakistan 9
SA - Arabia Saudita 9
DZ - Algeria 8
EG - Egitto 8
GR - Grecia 8
TH - Thailandia 8
TN - Tunisia 8
BO - Bolivia 7
HR - Croazia 7
IL - Israele 7
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
LT - Lituania 5
PT - Portogallo 5
SC - Seychelles 5
SI - Slovenia 5
VE - Venezuela 5
BG - Bulgaria 4
BY - Bielorussia 4
DO - Repubblica Dominicana 4
LV - Lettonia 4
TT - Trinidad e Tobago 4
AZ - Azerbaigian 3
EE - Estonia 3
JO - Giordania 3
KH - Cambogia 3
KW - Kuwait 3
NG - Nigeria 3
NI - Nicaragua 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
BZ - Belize 2
CI - Costa d'Avorio 2
EU - Europa 2
GT - Guatemala 2
KZ - Kazakistan 2
LB - Libano 2
MD - Moldavia 2
MN - Mongolia 2
NP - Nepal 2
OM - Oman 2
PR - Porto Rico 2
SV - El Salvador 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AG - Antigua e Barbuda 1
BB - Barbados 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
BS - Bahamas 1
CM - Camerun 1
CU - Cuba 1
DK - Danimarca 1
Totale 34.392
Città #
Woodbridge 7.782
Wilmington 6.251
Houston 6.041
Singapore 717
Ashburn 604
San Jose 485
Fairfield 425
Ann Arbor 389
Rome 360
Jacksonville 351
Hong Kong 328
Beijing 289
Dublin 221
Chandler 209
Dearborn 198
Cambridge 194
Council Bluffs 183
Seattle 181
Medford 177
Santa Clara 148
Zhengzhou 134
The Dalles 103
Tokyo 96
Los Angeles 93
Milan 91
Lawrence 83
Menlo Park 83
Ho Chi Minh City 76
Hanoi 72
New York 67
Buffalo 56
Shanghai 49
Mülheim 48
Moscow 45
São Paulo 38
Lauterbourg 37
Mountain View 37
Atlanta 36
Hangzhou 36
Falls Church 33
Chicago 32
Naples 31
University Park 31
San Diego 30
London 28
Washington 28
Redwood City 27
Dallas 26
Helsinki 24
Norwalk 23
Toronto 22
Jakarta 21
Brooklyn 20
Guangzhou 20
Phoenix 19
Miami 18
Nanjing 18
Trondheim 17
Verona 17
Del Norte 16
Turin 16
Bologna 15
Brussels 15
Frankfurt am Main 15
Kraków 15
Montreal 15
Como 14
Orem 14
Redondo Beach 14
Istanbul 13
Kunming 13
Paris 13
Stockholm 13
Amsterdam 12
Boardman 12
Chennai 12
Johannesburg 12
Nuremberg 12
Belo Horizonte 11
Boydton 11
Catania 11
Columbus 11
Florence 11
Madrid 11
Napoli 11
San Francisco 11
Springfield 11
Torino 11
Da Nang 10
North Bergen 10
Palermo 10
Rio de Janeiro 10
Saint Augustine 10
Tashkent 10
Warsaw 10
Dong Ket 9
Engelhard 9
Las Vegas 9
Nanning 9
Saint Petersburg 9
Totale 27.784
Nome #
Predicting the seismic behaviour of the foundations of the Messina strait bridge 994
Experimental and numerical study of grout injections in silty soils 536
Artificial ground freezing: from applications and case studies to fundamental research 524
Interpretation of bender element tests. 520
Stiffness of fine-grained soils at very small strains 517
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 509
Landslide control: a summary of suggestions for engineering code writers 497
La spinta delle terre e le opere di sostegno 497
Physical and structural properties of a pyroclastic soft rock 495
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 491
A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil 490
On the evaluation of soil dynamic properties in centrifuge tests 489
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths 488
Soil-structure interaction for the seismic design of the Messina Strait Bridge 487
On the behaviour of flexible retaining walls under seismic actions 483
An experimental investigation of the mechanical behaviour of a pyroclastic soft rock 481
On the geology and geotechnical properties of pyroclastic flow deposits of the Colli Albani 471
Numerical modelling of installation effects for diaphragm walls in sand 467
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 465
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 463
Excavations in the urban environment: examples from the construction of Napoli Underground 461
A study of the interaction between the new C line of Roma underground and the Aurelian wall 460
Weibull distribution to describe grading evolution of materials with crushable grains 456
Coupled phenomena induced by freezing in a granular material 455
Pre-failure deformation characteristics of geomaterials 454
A two-rigid block model for sliding gravity retaining walls 448
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 446
Physical modelling of flexible retaining walls under seismic actions 443
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 436
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 436
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 436
Contour fractal analysis of grains 436
Coupled phenomena induced by freezing and thawing in a granular material 435
Geotechnical aspects of underground railway construction in the urban environment: the examples of Roma and Napoli 432
Freezing-thawing tests on natural pyroclastic samples 431
Interpretation of bender element test 430
Reduction and control of surface settlement induced by shallow and deep excavations 428
Structural features and mechanical behaviour of a pyroclastic weak rock 427
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 426
Subsurface tunnelling-induced displacements 423
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 422
Effetto dell'installazione dei tubi valvolati sull'efficienza di un sistema di compensazione 421
Il ruolo dell'osservazione delle opera nell'ingegneria geotecnica 421
Mechanical behaviour of an artificial material with crushable grains 418
Predicting tunnelling-induced displacements and associated damage to structures 417
Il dimensionamento di una fondazione diretta 417
Descrizione della morfologia dei grani tramite l'analisi frattale 417
A study of the interaction between the new C line of Roma underground and the Aurelian Wall 414
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 414
Breakage of an artificial crushable material under loading 407
Modellazione fisica di coppie di paratie in condizioni sismiche 405
Triaxial tests on frozen ground: formulation and modelling 399
Scavi profondi in ambiente urbano sostenuti da diaframmi: il caso della stazione Garibaldi della metropolitana di Napoli 396
Le opere in sotterraneo: relazione generale 395
Geotechnical design and construction issues for lines 1 and 6 of Naples Underground 395
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths 390
Guidelines for comparing field or physical model observations with numerical simulations 390
Experimental study on the cementation level in an artificial rock with crushable grains 390
Physical modelling of block toppling 388
Studio dell’interazione tra le opere della nuova linea C della metropolitana di Roma e le mura aureliane 387
Introduzione all'ingegneria geotecnica - Meccanica dei terreni e delle rocce (titolo originale: the mechanics of soils and foundations) 377
Stress-path effects on the grading of an artificial material with crushable grains 375
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 372
Monitoraggio di scavi: l'esperienza della linea 1 della metropolitana di Napoli 371
Analisi dell’interazione tra gallerie metropolitane e ambiente monumentale sovrastante 369
The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings 369
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 369
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 366
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 361
Evaluating the effects of tunnel construction on monuments: the example of the Basilica di Massenzio in Rome 356
Microstructural features and compressibility of volcanic deposits from central Italy 348
Pyroclastic flow deposits from the colli Albani: the example of the pozzolana nera. 343
Frantumabilità di materiali granulari artificiali 323
Analysis of the response of monumental and historical structures to tunnelling 314
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 122
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 121
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 113
Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability 112
Seismic behaviour of tunnels: From experiments to analysis 109
Filtering effect induced by rigid massless embedded foundations 109
Effect of soil models on the prediction of tunnelling-induced deformations of structures 105
Effects of displacement hardening on the seismic design of anchored walls 103
Class A prediction of mechanised tunnelling in Rome 102
Microstructure of crushable expanded clay aggregates 95
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 88
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 87
Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing 87
Centrifuge modelling of an energy pile group with ground water flow 86
Protecting surface and buried structures from tunnelling using pile walls: a prediction model 85
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils 80
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 79
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers 78
Back-analysis of sprayed concrete lined (SCL) tunnel junctions at Liverpool Street Crossrail station 76
On the performance-based seismic design of yielding retaining structures 73
Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests 73
Tunnel-soil-structure interaction mechanisms in a metallic arch bridge 69
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils 65
An experimental investigation of the seismic behaviour of anchored steel sheet pile walls in saturated sand 57
Centrifuge modelling of the effect of base slab stiffness on long-term heave and swell pressure 57
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 56
Totale 34.566
Categoria #
all - tutte 77.262
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 77.262


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022887 0 0 0 31 58 70 56 115 68 82 92 315
2022/20231.083 137 71 34 105 88 227 86 50 119 19 97 50
2023/2024450 42 22 27 25 44 36 17 20 6 16 102 93
2024/20252.505 137 561 308 146 68 208 212 133 154 234 169 175
2025/20263.733 317 151 384 204 304 124 637 343 387 462 197 223
2026/20271.486 260 206 792 228 0 0 0 0 0 0 0 0
Totale 34.569