IRIS
VIGGIANI, GIULIA
 Distribuzione geografica
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Continente #
NA - Nord America 24.337
EU - Europa 3.097
AS - Asia 2.748
SA - Sud America 410
AF - Africa 50
OC - Oceania 14
Continente sconosciuto - Info sul continente non disponibili 3
Totale 30.659
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Nazione #
US - Stati Uniti d'America 24.267
IT - Italia 1.283
SG - Singapore 1.224
CN - Cina 749
UA - Ucraina 405
BR - Brasile 343
HK - Hong Kong 343
DE - Germania 291
IE - Irlanda 290
GB - Regno Unito 177
FR - Francia 170
RU - Federazione Russa 150
VN - Vietnam 115
KR - Corea 92
FI - Finlandia 78
NL - Olanda 51
CA - Canada 45
SE - Svezia 45
IN - India 44
ID - Indonesia 29
PL - Polonia 28
AR - Argentina 26
JP - Giappone 25
TR - Turchia 25
ES - Italia 22
NO - Norvegia 22
IR - Iran 19
BD - Bangladesh 17
IQ - Iraq 17
MX - Messico 17
BE - Belgio 16
AU - Australia 14
ZA - Sudafrica 13
RO - Romania 12
MA - Marocco 10
CL - Cile 9
CO - Colombia 8
PE - Perù 8
AT - Austria 7
EG - Egitto 7
MY - Malesia 7
UZ - Uzbekistan 7
EC - Ecuador 6
GR - Grecia 6
HR - Croazia 6
CH - Svizzera 5
DZ - Algeria 5
IL - Israele 5
PK - Pakistan 5
PY - Paraguay 5
TH - Thailandia 5
TN - Tunisia 5
AE - Emirati Arabi Uniti 4
BO - Bolivia 4
BY - Bielorussia 4
CZ - Repubblica Ceca 4
LT - Lituania 4
PT - Portogallo 4
EE - Estonia 3
KW - Kuwait 3
LV - Lettonia 3
NG - Nigeria 3
PH - Filippine 3
SC - Seychelles 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
AL - Albania 2
AZ - Azerbaigian 2
BG - Bulgaria 2
DO - Repubblica Dominicana 2
EU - Europa 2
SA - Arabia Saudita 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BB - Barbados 1
CM - Camerun 1
CR - Costa Rica 1
DK - Danimarca 1
DM - Dominica 1
ET - Etiopia 1
GE - Georgia 1
JM - Giamaica 1
KH - Cambogia 1
KZ - Kazakistan 1
LB - Libano 1
OM - Oman 1
PA - Panama 1
SN - Senegal 1
TG - Togo 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
VE - Venezuela 1
Totale 30.659
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Città #
Woodbridge 7.782
Wilmington 6.248
Houston 6.039
Singapore 583
Fairfield 427
Ann Arbor 389
Jacksonville 347
Rome 336
Hong Kong 322
Beijing 285
Ashburn 280
Dublin 224
Chandler 216
Dearborn 198
Cambridge 195
Seattle 180
Medford 178
Zhengzhou 134
Santa Clara 122
Lawrence 84
Menlo Park 83
Los Angeles 68
Milan 58
Council Bluffs 53
Shanghai 49
Mülheim 48
Buffalo 43
The Dalles 38
Hanoi 37
Mountain View 37
Hangzhou 36
Falls Church 34
Ho Chi Minh City 32
San Diego 31
University Park 31
New York 29
São Paulo 27
London 26
Moscow 26
Redwood City 26
Dallas 23
Norwalk 23
Guangzhou 20
Jakarta 20
Naples 20
Trondheim 17
Del Norte 16
Nanjing 16
Verona 16
Kraków 15
Brussels 14
Como 14
Redondo Beach 14
Boardman 13
Chicago 13
Kunming 13
Nuremberg 12
Napoli 11
Phoenix 11
Stockholm 11
Torino 11
Toronto 11
Belo Horizonte 10
Istanbul 10
San Francisco 10
Brooklyn 9
Catania 9
Dong Ket 9
Engelhard 9
Johannesburg 9
Nanning 9
Palermo 9
Saint Petersburg 9
Salt Lake City 9
Sessa Aurunca 9
Turin 9
Seoul 8
Warsaw 8
Boydton 7
Chennai 7
Columbus 7
Florence 7
Manchester 7
Ottawa 7
Paris 7
Rio de Janeiro 7
Salvador 7
Bari 6
Bologna 6
Brasília 6
Chengdu 6
Curitiba 6
Denver 6
Ferrara 6
Frankfurt am Main 6
Hefei 6
Indiana 6
Latina 6
Madrid 6
Montreal 6
Totale 26.001
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Nome #
Predicting the seismic behaviour of the foundations of the Messina strait bridge 946
Experimental and numerical study of grout injections in silty soils 497
Interpretation of bender element tests. 482
Artificial ground freezing: from applications and case studies to fundamental research 474
Stiffness of fine-grained soils at very small strains 468
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 464
Landslide control: a summary of suggestions for engineering code writers 460
Physical and structural properties of a pyroclastic soft rock 458
Soil-structure interaction for the seismic design of the Messina Strait Bridge 455
An experimental investigation of the mechanical behaviour of a pyroclastic soft rock 452
La spinta delle terre e le opere di sostegno 452
A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil 448
On the evaluation of soil dynamic properties in centrifuge tests 438
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 434
On the behaviour of flexible retaining walls under seismic actions 432
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 432
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths 430
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 429
A study of the interaction between the new C line of Roma underground and the Aurelian wall 426
Excavations in the urban environment: examples from the construction of Napoli Underground 424
Coupled phenomena induced by freezing in a granular material 422
Numerical modelling of installation effects for diaphragm walls in sand 411
Physical modelling of flexible retaining walls under seismic actions 411
On the geology and geotechnical properties of pyroclastic flow deposits of the Colli Albani 410
Interpretation of bender element test 406
A two-rigid block model for sliding gravity retaining walls 404
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 403
Pre-failure deformation characteristics of geomaterials 401
Coupled phenomena induced by freezing and thawing in a granular material 401
Contour fractal analysis of grains 399
Reduction and control of surface settlement induced by shallow and deep excavations 398
Weibull Distribution to Describe Grading Evolution of Materials with Crushable Grains 398
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 396
Predicting tunnelling-induced displacements and associated damage to structures 392
Effetto dell'installazione dei tubi valvolati sull'efficienza di un sistema di compensazione 391
Il ruolo dell'osservazione delle opera nell'ingegneria geotecnica 390
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 390
Subsurface tunnelling-induced displacements 388
A study of the interaction between the new C line of Roma underground and the Aurelian Wall 387
Il dimensionamento di una fondazione diretta 387
Geotechnical aspects of underground railway construction in the urban environment: the examples of Roma and Napoli 386
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 385
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 384
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 384
Freezing-thawing tests on natural pyroclastic samples 384
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 382
Descrizione della morfologia dei grani tramite l'analisi frattale 378
Mechanical behaviour of an artificial material with crushable grains 372
Structural features and mechanical behaviour of a pyroclastic weak rock 371
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths 369
Studio dell’interazione tra le opere della nuova linea C della metropolitana di Roma e le mura aureliane 368
Le opere in sotterraneo: relazione generale 366
Guidelines for comparing field or physical model observations with numerical simulations 366
Scavi profondi in ambiente urbano sostenuti da diaframmi: il caso della stazione Garibaldi della metropolitana di Napoli 365
Geotechnical design and construction issues for lines 1 and 6 of Naples Underground 365
Modellazione fisica di coppie di paratie in condizioni sismiche 362
Physical modelling of block toppling 356
Experimental study on the cementation level in an artificial rock with crushable grains 354
Triaxial tests on frozen ground: formulation and modelling 349
Breakage of an artificial crushable material under loading 348
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 344
Stress-path effects on the grading of an artificial material with crushable grains 344
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 338
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 337
Evaluating the effects of tunnel construction on monuments: the example of the Basilica di Massenzio in Rome 335
Monitoraggio di scavi: l'esperienza della linea 1 della metropolitana di Napoli 334
Analisi dell’interazione tra gallerie metropolitane e ambiente monumentale sovrastante 334
Introduzione all'ingegneria geotecnica - Meccanica dei terreni e delle rocce (titolo originale: the mechanics of soils and foundations) 331
Microstructural features and compressibility of volcanic deposits from central Italy 328
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 328
The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings 327
Pyroclastic flow deposits from the colli Albani: the example of the pozzolana nera. 307
Frantumabilità di materiali granulari artificiali 296
Analysis of the response of monumental and historical structures to tunnelling 281
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 83
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 81
Filtering effect induced by rigid massless embedded foundations 73
Effect of soil models on the prediction of tunnelling-induced deformations of structures 72
Class A prediction of mechanised tunnelling in Rome 70
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 61
Effects of displacement hardening on the seismic design of anchored walls 60
null 56
Protecting surface and buried structures from tunnelling using pile walls: a prediction model 56
Centrifuge modelling of an energy pile group with ground water flow 54
Seismic behaviour of tunnels: From experiments to analysis 53
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 53
Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing 51
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils 49
Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests 47
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 43
Microstructure of crushable expanded clay aggregates 41
Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability 40
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers 40
On the performance-based seismic design of yielding retaining structures 39
Back-analysis of sprayed concrete lined (SCL) tunnel junctions at Liverpool Street Crossrail station 38
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 37
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils 36
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 31
Centrifuge modelling of the effect of base slab stiffness on long-term heave and swell pressure 31
An experimental investigation of the seismic behaviour of anchored steel sheet pile walls in saturated sand 30
Totale 30.769
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Categoria #
all - tutte 65.710
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 65.710
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.803 0 0 0 0 0 476 447 361 160 79 223 57
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
2025/20261.406 323 151 385 205 308 34 0 0 0 0 0 0
Totale 30.826