IRIS
VIGGIANI, GIULIA
 Distribuzione geografica
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Continente #
NA - Nord America 25.043
EU - Europa 3.539
AS - Asia 3.328
SA - Sud America 468
AF - Africa 71
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 3
Totale 32.467
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Nazione #
US - Stati Uniti d'America 24.947
SG - Singapore 1.397
IT - Italia 1.371
CN - Cina 849
UA - Ucraina 409
BR - Brasile 381
HK - Hong Kong 357
RU - Federazione Russa 320
DE - Germania 302
IE - Irlanda 290
FR - Francia 247
VN - Vietnam 235
GB - Regno Unito 194
JP - Giappone 120
FI - Finlandia 101
KR - Corea 96
NL - Olanda 70
CA - Canada 62
IN - India 58
SE - Svezia 47
PL - Polonia 37
ID - Indonesia 36
AR - Argentina 33
TR - Turchia 30
BD - Bangladesh 27
ES - Italia 25
NO - Norvegia 22
MX - Messico 21
ZA - Sudafrica 21
IQ - Iraq 19
IR - Iran 19
BE - Belgio 17
AU - Australia 15
RO - Romania 14
CL - Cile 11
MA - Marocco 11
UZ - Uzbekistan 11
MY - Malesia 10
AT - Austria 9
CO - Colombia 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
CZ - Repubblica Ceca 7
HR - Croazia 7
IL - Israele 7
GR - Grecia 6
PY - Paraguay 6
SA - Arabia Saudita 6
AL - Albania 5
LT - Lituania 5
AE - Emirati Arabi Uniti 4
BY - Bielorussia 4
DO - Repubblica Dominicana 4
LV - Lettonia 4
PT - Portogallo 4
SI - Slovenia 4
AZ - Azerbaigian 3
BG - Bulgaria 3
EE - Estonia 3
JO - Giordania 3
KW - Kuwait 3
NG - Nigeria 3
PA - Panama 3
SC - Seychelles 3
SK - Slovacchia (Repubblica Slovacca) 3
CI - Costa d'Avorio 2
EU - Europa 2
JM - Giamaica 2
KH - Cambogia 2
KZ - Kazakistan 2
MN - Mongolia 2
OM - Oman 2
UY - Uruguay 2
VE - Venezuela 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
KE - Kenya 1
LB - Libano 1
LY - Libia 1
MT - Malta 1
NP - Nepal 1
RW - Ruanda 1
SN - Senegal 1
TG - Togo 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
Totale 32.467
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Città #
Woodbridge 7.782
Wilmington 6.249
Houston 6.040
Singapore 724
Fairfield 427
Ann Arbor 389
Ashburn 349
Jacksonville 347
Rome 344
Hong Kong 334
San Jose 329
Beijing 289
Dublin 224
Chandler 216
Dearborn 198
Cambridge 195
Seattle 180
Medford 178
Zhengzhou 134
Santa Clara 125
Council Bluffs 105
Tokyo 96
The Dalles 93
Lawrence 84
Menlo Park 83
Los Angeles 75
Ho Chi Minh City 74
Hanoi 71
Milan 66
Shanghai 49
Mülheim 48
New York 47
Moscow 45
Buffalo 44
Lauterbourg 37
Mountain View 37
Hangzhou 36
Falls Church 34
São Paulo 34
San Diego 32
University Park 31
London 28
Redwood City 26
Naples 25
Washington 25
Helsinki 24
Dallas 23
Norwalk 23
Jakarta 21
Guangzhou 20
Nanjing 18
Trondheim 17
Chicago 16
Del Norte 16
Verona 16
Brussels 15
Frankfurt am Main 15
Kraków 15
Toronto 15
Como 14
Redondo Beach 14
Boardman 13
Istanbul 13
Johannesburg 13
Kunming 13
Orem 13
Stockholm 13
Amsterdam 12
Chennai 12
Montreal 12
Nuremberg 12
Phoenix 12
Belo Horizonte 11
Napoli 11
Paris 11
Torino 11
Warsaw 11
Bologna 10
Da Nang 10
North Bergen 10
Rio de Janeiro 10
San Francisco 10
Tashkent 10
Atlanta 9
Brooklyn 9
Catania 9
Columbus 9
Dong Ket 9
Engelhard 9
Madrid 9
Nanning 9
Palermo 9
Saint Petersburg 9
Salt Lake City 9
Sessa Aurunca 9
Turin 9
Boydton 8
Seoul 8
Denver 7
Florence 7
Totale 27.060
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Nome #
Predicting the seismic behaviour of the foundations of the Messina strait bridge 953
Experimental and numerical study of grout injections in silty soils 516
Artificial ground freezing: from applications and case studies to fundamental research 502
Interpretation of bender element tests. 496
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 490
Stiffness of fine-grained soils at very small strains 488
Landslide control: a summary of suggestions for engineering code writers 481
Physical and structural properties of a pyroclastic soft rock 476
La spinta delle terre e le opere di sostegno 475
Soil-structure interaction for the seismic design of the Messina Strait Bridge 474
A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil 470
An experimental investigation of the mechanical behaviour of a pyroclastic soft rock 467
Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths 461
On the evaluation of soil dynamic properties in centrifuge tests 460
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 460
On the behaviour of flexible retaining walls under seismic actions 454
A new limit equilibrium method for the pseudostatic design of embedded cantilevered retaining walls 452
A study of the interaction between the new C line of Roma underground and the Aurelian wall 446
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 444
Coupled phenomena induced by freezing in a granular material 440
Excavations in the urban environment: examples from the construction of Napoli Underground 438
Pre-failure deformation characteristics of geomaterials 437
On the geology and geotechnical properties of pyroclastic flow deposits of the Colli Albani 435
A two-rigid block model for sliding gravity retaining walls 434
Weibull distribution to describe grading evolution of materials with crushable grains 426
Numerical modelling of installation effects for diaphragm walls in sand 425
Physical modelling of flexible retaining walls under seismic actions 424
Contour fractal analysis of grains 422
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 420
Scavi in sabbia sostenuti da diaframmi: analisi degli effetti di installazione 418
Coupled phenomena induced by freezing and thawing in a granular material 418
Interpretation of bender element test 412
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 412
Reduction and control of surface settlement induced by shallow and deep excavations 409
Centrifuge modelling of retaining walls embedded in saturated sand under seismic actions 409
Effetto dell'installazione dei tubi valvolati sull'efficienza di un sistema di compensazione 405
Geotechnical aspects of underground railway construction in the urban environment: the examples of Roma and Napoli 405
Numerical modelling of centrifuge dynamic tests of circular tunnels in dry sand 405
Il dimensionamento di una fondazione diretta 403
Subsurface tunnelling-induced displacements 402
Il ruolo dell'osservazione delle opera nell'ingegneria geotecnica 402
Some remarks on the seismic behaviour of embedded cantilevered retaining walls 402
Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’ by Burlon S, Mroueh H. & Shahrour I 402
Freezing-thawing tests on natural pyroclastic samples 402
Predicting tunnelling-induced displacements and associated damage to structures 401
A study of the interaction between the new C line of Roma underground and the Aurelian Wall 399
Descrizione della morfologia dei grani tramite l'analisi frattale 398
Mechanical behaviour of an artificial material with crushable grains 397
Structural features and mechanical behaviour of a pyroclastic weak rock 389
Breakage of an artificial crushable material under loading 386
Modellazione fisica di coppie di paratie in condizioni sismiche 380
Le opere in sotterraneo: relazione generale 380
Scavi profondi in ambiente urbano sostenuti da diaframmi: il caso della stazione Garibaldi della metropolitana di Napoli 380
Small-strain stiffness of reconstituted clay compressed along constant triaxial stress ratio paths 379
Experimental study on the cementation level in an artificial rock with crushable grains 379
Guidelines for comparing field or physical model observations with numerical simulations 378
Geotechnical design and construction issues for lines 1 and 6 of Naples Underground 377
Studio dell’interazione tra le opere della nuova linea C della metropolitana di Roma e le mura aureliane 375
Triaxial tests on frozen ground: formulation and modelling 374
Physical modelling of block toppling 371
Stress-path effects on the grading of an artificial material with crushable grains 360
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 356
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 355
The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings 351
Finite element analysis of the excavation of the new Garibaldi station of Napoli underground 349
Monitoraggio di scavi: l'esperienza della linea 1 della metropolitana di Napoli 346
Analisi dell’interazione tra gallerie metropolitane e ambiente monumentale sovrastante 346
Evaluating the effects of tunnelling on historical buildings: the example of a new subway in Rome 346
Evaluating the effects of tunnel construction on monuments: the example of the Basilica di Massenzio in Rome 346
Introduzione all'ingegneria geotecnica - Meccanica dei terreni e delle rocce (titolo originale: the mechanics of soils and foundations) 345
Microstructural features and compressibility of volcanic deposits from central Italy 337
Pyroclastic flow deposits from the colli Albani: the example of the pozzolana nera. 322
Frantumabilità di materiali granulari artificiali 310
Analysis of the response of monumental and historical structures to tunnelling 299
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls 101
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load 100
Filtering effect induced by rigid massless embedded foundations 93
Class A prediction of mechanised tunnelling in Rome 83
Effect of soil models on the prediction of tunnelling-induced deformations of structures 82
Effects of displacement hardening on the seismic design of anchored walls 81
A Generalized newmark method with displacement hardening for the prediction of seismically-induced permanent deformations of diaphragm walls 81
Centrifuge modelling of an energy pile group with ground water flow 72
Equivalent fundamental period of bridge piers on caisson foundations from dynamic centrifuge testing 70
Seismic behaviour of tunnels: From experiments to analysis 70
Protecting surface and buried structures from tunnelling using pile walls: a prediction model 69
Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability 68
An analytical solution for the rotational component of the Foundation Input Motion induced by a pile group 68
Numerical analysis of energy piles in a hypoplastic soft clay under cyclic thermal loading 67
Microstructure of crushable expanded clay aggregates 63
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils 63
Back-analysis of sprayed concrete lined (SCL) tunnel junctions at Liverpool Street Crossrail station 62
Timelapse ultrasonic tomography for measuring damage localization in geomechanics laboratory tests 60
Centrifuge and theoretical study of the seismic response of anchored steel sheet pile walls in dry sand 58
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers 58
null 56
Tunnel-soil-structure interaction mechanisms in a metallic arch bridge 52
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils 52
On the performance-based seismic design of yielding retaining structures 52
Quasi-kinematic response of embedded foundations: evidence of foundation mass effect from numerical analyses and instrumented structures 44
An experimental investigation of the seismic behaviour of anchored steel sheet pile walls in saturated sand 44
Totale 32.552
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Categoria #
all - tutte 69.468
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 69.468
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021359 0 0 0 0 0 0 0 0 0 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
2025/20263.217 323 151 385 205 308 124 641 346 391 343 0 0
Totale 32.637