IRIS
VIGGIANI, GIULIA
 Distribuzione geografica
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Continente #
NA - Nord America 25.689
EU - Europa 3.717
AS - Asia 3.432
SA - Sud America 471
Continente sconosciuto - Info sul continente non disponibili 173
AF - Africa 73
OC - Oceania 17
Totale 33.572
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Nazione #
US - Stati Uniti d'America 25.542
IT - Italia 1.520
SG - Singapore 1.399
CN - Cina 874
UA - Ucraina 410
BR - Brasile 381
HK - Hong Kong 352
RU - Federazione Russa 320
DE - Germania 301
IE - Irlanda 290
FR - Francia 249
VN - Vietnam 237
GB - Regno Unito 195
JP - Giappone 120
FI - Finlandia 101
BD - Bangladesh 100
KR - Corea 96
CA - Canada 95
NL - Olanda 77
IN - India 61
SE - Svezia 48
ID - Indonesia 38
PL - Polonia 36
AR - Argentina 33
TR - Turchia 30
ES - Italia 28
MX - Messico 22
NO - Norvegia 22
ZA - Sudafrica 20
IQ - Iraq 19
IR - Iran 19
BE - Belgio 17
AU - Australia 16
RO - Romania 14
CH - Svizzera 13
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
GR - Grecia 8
TH - Thailandia 8
TN - Tunisia 8
BO - Bolivia 7
HR - Croazia 7
IL - Israele 7
PY - Paraguay 6
SA - Arabia Saudita 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
CR - Costa Rica 5
LT - Lituania 5
PT - Portogallo 5
SC - Seychelles 5
SI - Slovenia 5
BG - Bulgaria 4
BY - Bielorussia 4
DO - Repubblica Dominicana 4
JM - Giamaica 4
LV - Lettonia 4
AZ - Azerbaigian 3
EE - Estonia 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
NI - Nicaragua 2
OM - Oman 2
PR - Porto Rico 2
UY - Uruguay 2
VE - Venezuela 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BB - Barbados 1
BS - Bahamas 1
BZ - Belize 1
CM - Camerun 1
DK - Danimarca 1
DM - Dominica 1
ET - Etiopia 1
GE - Georgia 1
GT - Guatemala 1
IS - Islanda 1
KE - Kenya 1
LB - Libano 1
Totale 33.392
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Città #
Woodbridge 7.782
Wilmington 6.250
Houston 6.043
Singapore 721
Fairfield 428
Ashburn 416
Ann Arbor 389
San Jose 389
Rome 355
Jacksonville 350
Hong Kong 328
Beijing 289
Dublin 224
Chandler 216
Dearborn 198
Cambridge 194
Council Bluffs 183
Seattle 183
Medford 179
Santa Clara 147
Zhengzhou 134
The Dalles 101
Tokyo 96
Los Angeles 85
Lawrence 84
Milan 84
Menlo Park 83
Ho Chi Minh City 76
Hanoi 72
New York 61
Buffalo 54
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 30
Chicago 28
London 28
Redwood City 27
Washington 27
Dallas 25
Helsinki 24
Norwalk 23
Atlanta 22
Jakarta 21
Guangzhou 20
Toronto 19
Brooklyn 18
Nanjing 18
Trondheim 17
Verona 17
Del Norte 16
Bologna 15
Brussels 15
Frankfurt am Main 15
Kraków 15
Montreal 15
Phoenix 15
Como 14
Orem 14
Redondo Beach 14
Turin 14
Boardman 13
Istanbul 13
Kunming 13
Stockholm 13
Amsterdam 12
Chennai 12
Johannesburg 12
Nuremberg 12
Belo Horizonte 11
Boydton 11
Catania 11
Columbus 11
Madrid 11
Napoli 11
Paris 11
Torino 11
Da Nang 10
North Bergen 10
Palermo 10
Rio de Janeiro 10
San Francisco 10
Tashkent 10
Warsaw 10
Dong Ket 9
Engelhard 9
Florence 9
Nanning 9
Saint Petersburg 9
Salt Lake City 9
Sessa Aurunca 9
Springfield 9
Seoul 8
Totale 27.442
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Nome #
Predicting the seismic behaviour of the foundations of the Messina strait bridge 982
Experimental and numerical study of grout injections in silty soils 521
Interpretation of bender element tests. 513
Artificial ground freezing: from applications and case studies to fundamental research 509
Stiffness of fine-grained soils at very small strains 501
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 498
Landslide control: a summary of suggestions for engineering code writers 492
La spinta delle terre e le opere di sostegno 491
Physical and structural properties of a pyroclastic soft rock 482
Soil-structure interaction for the seismic design of the Messina Strait Bridge 481
A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil 478
On the evaluation of soil dynamic properties in centrifuge tests 476
An experimental investigation of the mechanical behaviour of a pyroclastic soft rock 473
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths 472
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 469
On the behaviour of flexible retaining walls under seismic actions 467
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 457
On the geology and geotechnical properties of pyroclastic flow deposits of the Colli Albani 456
A study of the interaction between the new C line of Roma underground and the Aurelian wall 454
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 453
Numerical modelling of installation effects for diaphragm walls in sand 449
Coupled phenomena induced by freezing in a granular material 445
Pre-failure deformation characteristics of geomaterials 444
Excavations in the urban environment: examples from the construction of Napoli Underground 444
A two-rigid block model for sliding gravity retaining walls 443
Weibull distribution to describe grading evolution of materials with crushable grains 443
Physical modelling of flexible retaining walls under seismic actions 434
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 434
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 429
Contour fractal analysis of grains 429
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 424
Coupled phenomena induced by freezing and thawing in a granular material 424
Interpretation of bender element test 422
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 421
Freezing-thawing tests on natural pyroclastic samples 420
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 418
Reduction and control of surface settlement induced by shallow and deep excavations 417
Geotechnical aspects of underground railway construction in the urban environment: the examples of Roma and Napoli 416
Structural features and mechanical behaviour of a pyroclastic weak rock 413
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 413
Mechanical behaviour of an artificial material with crushable grains 411
Subsurface tunnelling-induced displacements 409
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 409
Descrizione della morfologia dei grani tramite l'analisi frattale 409
Predicting tunnelling-induced displacements and associated damage to structures 408
Effetto dell'installazione dei tubi valvolati sull'efficienza di un sistema di compensazione 407
Il dimensionamento di una fondazione diretta 407
A study of the interaction between the new C line of Roma underground and the Aurelian Wall 406
Il ruolo dell'osservazione delle opera nell'ingegneria geotecnica 406
Breakage of an artificial crushable material under loading 395
Triaxial tests on frozen ground: formulation and modelling 393
Modellazione fisica di coppie di paratie in condizioni sismiche 388
Le opere in sotterraneo: relazione generale 386
Scavi profondi in ambiente urbano sostenuti da diaframmi: il caso della stazione Garibaldi della metropolitana di Napoli 386
Experimental study on the cementation level in an artificial rock with crushable grains 386
Geotechnical design and construction issues for lines 1 and 6 of Naples Underground 384
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths 382
Guidelines for comparing field or physical model observations with numerical simulations 381
Studio dell’interazione tra le opere della nuova linea C della metropolitana di Roma e le mura aureliane 379
Physical modelling of block toppling 375
Stress-path effects on the grading of an artificial material with crushable grains 366
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 363
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 362
Introduzione all'ingegneria geotecnica - Meccanica dei terreni e delle rocce (titolo originale: the mechanics of soils and foundations) 359
The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings 359
Monitoraggio di scavi: l'esperienza della linea 1 della metropolitana di Napoli 357
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 356
Analisi dell’interazione tra gallerie metropolitane e ambiente monumentale sovrastante 356
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 352
Evaluating the effects of tunnel construction on monuments: the example of the Basilica di Massenzio in Rome 349
Microstructural features and compressibility of volcanic deposits from central Italy 343
Pyroclastic flow deposits from the colli Albani: the example of the pozzolana nera. 329
Frantumabilità di materiali granulari artificiali 316
Analysis of the response of monumental and historical structures to tunnelling 306
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 112
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 109
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 105
Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability 103
Filtering effect induced by rigid massless embedded foundations 101
Class A prediction of mechanised tunnelling in Rome 95
Effect of soil models on the prediction of tunnelling-induced deformations of structures 94
Effects of displacement hardening on the seismic design of anchored walls 90
Microstructure of crushable expanded clay aggregates 90
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 80
Seismic behaviour of tunnels: From experiments to analysis 79
Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing 78
Centrifuge modelling of an energy pile group with ground water flow 77
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 77
Protecting surface and buried structures from tunnelling using pile walls: a prediction model 74
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils 71
Back-analysis of sprayed concrete lined (SCL) tunnel junctions at Liverpool Street Crossrail station 68
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 67
Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests 65
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers 63
Tunnel-soil-structure interaction mechanisms in a metallic arch bridge 62
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils 58
On the performance-based seismic design of yielding retaining structures 58
Multi-scale morphological descriptors from the fractal analysis of particle contour 56
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 51
Centrifuge modelling of the effect of base slab stiffness on long-term heave and swell pressure 50
Totale 33.520
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Categoria #
all - tutte 75.074
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 75.074
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.060 0 107 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
2024/20252.520 138 567 310 147 68 213 212 133 154 234 169 175
2025/20263.733 317 151 384 204 304 124 637 343 387 462 197 223
2026/2027433 260 173 0 0 0 0 0 0 0 0 0 0
Totale 33.572