IRIS
VIGGIANI, GIULIA
 Distribuzione geografica
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Continente #
NA - Nord America 25.464
EU - Europa 3.661
AS - Asia 3.438
SA - Sud America 472
AF - Africa 74
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 3
Totale 33.128
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Nazione #
US - Stati Uniti d'America 25.331
IT - Italia 1.472
SG - Singapore 1.402
CN - Cina 876
UA - Ucraina 410
BR - Brasile 382
HK - Hong Kong 359
RU - Federazione Russa 321
DE - Germania 302
IE - Irlanda 290
FR - Francia 248
VN - Vietnam 239
GB - Regno Unito 195
JP - Giappone 120
FI - Finlandia 101
KR - Corea 96
CA - Canada 92
BD - Bangladesh 91
NL - Olanda 76
IN - India 61
SE - Svezia 48
ID - Indonesia 39
PL - Polonia 37
AR - Argentina 33
TR - Turchia 30
ES - Italia 28
NO - Norvegia 22
MX - Messico 21
ZA - Sudafrica 21
IQ - Iraq 19
IR - Iran 19
BE - Belgio 17
AU - Australia 15
RO - Romania 14
CO - Colombia 12
MA - Marocco 12
CL - Cile 11
UZ - Uzbekistan 11
MY - Malesia 10
AT - Austria 9
CZ - Repubblica Ceca 9
PE - Perù 9
PH - Filippine 9
PK - Pakistan 9
DZ - Algeria 8
EC - Ecuador 8
EG - Egitto 8
TH - Thailandia 8
TN - Tunisia 8
BO - Bolivia 7
CH - Svizzera 7
HR - Croazia 7
IL - Israele 7
GR - Grecia 6
PY - Paraguay 6
SA - Arabia Saudita 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
LT - Lituania 5
PT - Portogallo 5
SC - Seychelles 5
SI - Slovenia 5
BG - Bulgaria 4
BY - Bielorussia 4
DO - Repubblica Dominicana 4
LV - Lettonia 4
AZ - Azerbaigian 3
CR - Costa Rica 3
EE - Estonia 3
JM - Giamaica 3
JO - Giordania 3
KH - Cambogia 3
KW - Kuwait 3
NG - Nigeria 3
PA - Panama 3
SK - Slovacchia (Repubblica Slovacca) 3
TT - Trinidad e Tobago 3
CI - Costa d'Avorio 2
EU - Europa 2
KZ - Kazakistan 2
MD - Moldavia 2
MN - Mongolia 2
OM - Oman 2
UY - Uruguay 2
VE - Venezuela 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BB - Barbados 1
BS - Bahamas 1
CM - Camerun 1
DK - Danimarca 1
DM - Dominica 1
ET - Etiopia 1
GE - Georgia 1
KE - Kenya 1
LB - Libano 1
LY - Libia 1
MT - Malta 1
NI - Nicaragua 1
NP - Nepal 1
NZ - Nuova Zelanda 1
Totale 33.124
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Città #
Woodbridge 7.782
Wilmington 6.250
Houston 6.041
Singapore 726
Fairfield 428
San Jose 390
Ann Arbor 389
Ashburn 372
Jacksonville 350
Rome 350
Hong Kong 335
Beijing 290
Dublin 224
Chandler 216
Dearborn 198
Cambridge 195
Seattle 181
Medford 179
Santa Clara 146
Zhengzhou 134
Council Bluffs 115
The Dalles 96
Tokyo 96
Lawrence 84
Menlo Park 83
Los Angeles 82
Milan 79
Ho Chi Minh City 76
Hanoi 72
New York 61
Buffalo 52
Shanghai 49
Mülheim 48
Moscow 46
Lauterbourg 37
Mountain View 37
Hangzhou 36
Falls Church 34
São Paulo 34
San Diego 32
University Park 31
Naples 29
London 28
Redwood City 27
Washington 27
Chicago 26
Dallas 25
Helsinki 24
Norwalk 23
Jakarta 21
Atlanta 20
Guangzhou 20
Toronto 20
Nanjing 18
Trondheim 17
Del Norte 16
Verona 16
Brussels 15
Frankfurt am Main 15
Kraków 15
Montreal 15
Brooklyn 14
Como 14
Orem 14
Phoenix 14
Redondo Beach 14
Boardman 13
Bologna 13
Istanbul 13
Johannesburg 13
Kunming 13
Stockholm 13
Turin 13
Amsterdam 12
Chennai 12
Nuremberg 12
Belo Horizonte 11
Catania 11
Columbus 11
Madrid 11
Napoli 11
Paris 11
Torino 11
Warsaw 11
Boydton 10
Da Nang 10
North Bergen 10
Rio de Janeiro 10
San Francisco 10
Tashkent 10
Dong Ket 9
Engelhard 9
Florence 9
Nanning 9
Palermo 9
Saint Petersburg 9
Salt Lake City 9
Sessa Aurunca 9
Denver 8
Seoul 8
Totale 27.306
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Nome #
Predicting the seismic behaviour of the foundations of the Messina strait bridge 980
Experimental and numerical study of grout injections in silty soils 521
Artificial ground freezing: from applications and case studies to fundamental research 507
Interpretation of bender element tests. 502
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 497
Stiffness of fine-grained soils at very small strains 496
Landslide control: a summary of suggestions for engineering code writers 487
La spinta delle terre e le opere di sostegno 487
Physical and structural properties of a pyroclastic soft rock 482
Soil-structure interaction for the seismic design of the Messina Strait Bridge 480
A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil 472
An experimental investigation of the mechanical behaviour of a pyroclastic soft rock 471
On the evaluation of soil dynamic properties in centrifuge tests 467
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths 466
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 464
On the behaviour of flexible retaining walls under seismic actions 461
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 456
A study of the interaction between the new C line of Roma underground and the Aurelian wall 451
On the geology and geotechnical properties of pyroclastic flow deposits of the Colli Albani 451
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 448
Numerical modelling of installation effects for diaphragm walls in sand 445
Coupled phenomena induced by freezing in a granular material 444
Excavations in the urban environment: examples from the construction of Napoli Underground 443
A two-rigid block model for sliding gravity retaining walls 442
Pre-failure deformation characteristics of geomaterials 441
Weibull distribution to describe grading evolution of materials with crushable grains 440
Physical modelling of flexible retaining walls under seismic actions 432
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 429
Contour fractal analysis of grains 426
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 422
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 422
Coupled phenomena induced by freezing and thawing in a granular material 421
Freezing-thawing tests on natural pyroclastic samples 419
Interpretation of bender element test 416
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 415
Reduction and control of surface settlement induced by shallow and deep excavations 414
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 414
Geotechnical aspects of underground railway construction in the urban environment: the examples of Roma and Napoli 412
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 409
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 408
Subsurface tunnelling-induced displacements 407
Descrizione della morfologia dei grani tramite l'analisi frattale 407
Effetto dell'installazione dei tubi valvolati sull'efficienza di un sistema di compensazione 406
Il dimensionamento di una fondazione diretta 406
Predicting tunnelling-induced displacements and associated damage to structures 405
Il ruolo dell'osservazione delle opera nell'ingegneria geotecnica 405
Mechanical behaviour of an artificial material with crushable grains 405
A study of the interaction between the new C line of Roma underground and the Aurelian Wall 403
Structural features and mechanical behaviour of a pyroclastic weak rock 400
Breakage of an artificial crushable material under loading 392
Triaxial tests on frozen ground: formulation and modelling 386
Modellazione fisica di coppie di paratie in condizioni sismiche 385
Experimental study on the cementation level in an artificial rock with crushable grains 384
Le opere in sotterraneo: relazione generale 383
Scavi profondi in ambiente urbano sostenuti da diaframmi: il caso della stazione Garibaldi della metropolitana di Napoli 383
Geotechnical design and construction issues for lines 1 and 6 of Naples Underground 381
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths 380
Guidelines for comparing field or physical model observations with numerical simulations 379
Studio dell’interazione tra le opere della nuova linea C della metropolitana di Roma e le mura aureliane 378
Physical modelling of block toppling 372
Stress-path effects on the grading of an artificial material with crushable grains 365
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 362
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 359
The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings 358
Monitoraggio di scavi: l'esperienza della linea 1 della metropolitana di Napoli 352
Introduzione all'ingegneria geotecnica - Meccanica dei terreni e delle rocce (titolo originale: the mechanics of soils and foundations) 352
Analisi dell’interazione tra gallerie metropolitane e ambiente monumentale sovrastante 352
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 351
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 351
Evaluating the effects of tunnel construction on monuments: the example of the Basilica di Massenzio in Rome 348
Microstructural features and compressibility of volcanic deposits from central Italy 342
Pyroclastic flow deposits from the colli Albani: the example of the pozzolana nera. 328
Frantumabilità di materiali granulari artificiali 313
Analysis of the response of monumental and historical structures to tunnelling 305
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 106
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 105
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 100
Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability 97
Filtering effect induced by rigid massless embedded foundations 96
Class A prediction of mechanised tunnelling in Rome 90
Effect of soil models on the prediction of tunnelling-induced deformations of structures 89
Effects of displacement hardening on the seismic design of anchored walls 88
Microstructure of crushable expanded clay aggregates 86
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 80
Seismic behaviour of tunnels: From experiments to analysis 77
Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing 76
Centrifuge modelling of an energy pile group with ground water flow 75
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 72
Protecting surface and buried structures from tunnelling using pile walls: a prediction model 71
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils 68
Back-analysis of sprayed concrete lined (SCL) tunnel junctions at Liverpool Street Crossrail station 65
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 63
Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests 63
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers 62
Tunnel-soil-structure interaction mechanisms in a metallic arch bridge 60
On the performance-based seismic design of yielding retaining structures 58
null 56
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils 53
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 51
An experimental investigation of the seismic behaviour of anchored steel sheet pile walls in saturated sand 49
Totale 33.201
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Categoria #
all - tutte 73.387
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 73.387
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.115 55 107 50 31 58 71 56 115 75 82 97 318
2022/20231.094 138 73 34 106 90 231 87 50 119 19 97 50
2023/2024455 44 22 27 25 44 36 18 20 6 16 102 95
2024/20252.534 138 567 310 147 68 224 212 133 155 234 171 175
2025/20263.764 323 151 385 205 308 124 641 346 391 465 198 227
2026/2027114 114 0 0 0 0 0 0 0 0 0 0 0
Totale 33.298