PORTO @ Archivio Istituzionale della Ricerca

GHIONNA, Vito Nicola
 Distribuzione geografica
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Continente #
NA - Nord America 5.239
EU - Europa 4.650
AS - Asia 1.858
SA - Sud America 307
AF - Africa 43
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.118
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Nazione #
US - Stati Uniti d'America 5.177
IT - Italia 1.218
GB - Regno Unito 1.019
DE - Germania 691
CN - Cina 641
SG - Singapore 529
FR - Francia 495
UA - Ucraina 408
BR - Brasile 233
TR - Turchia 180
NL - Olanda 157
KR - Corea 128
SE - Svezia 127
RU - Federazione Russa 120
IE - Irlanda 112
CH - Svizzera 100
VN - Vietnam 96
FI - Finlandia 73
IN - India 58
CA - Canada 50
IR - Iran 50
MY - Malesia 45
HK - Hong Kong 38
AP - ???statistics.table.value.countryCode.AP??? 25
ES - Italia 25
BE - Belgio 22
AR - Argentina 21
EG - Egitto 18
AU - Australia 17
EC - Ecuador 16
PL - Polonia 15
AT - Austria 14
ID - Indonesia 14
CL - Cile 12
JP - Giappone 11
NO - Norvegia 11
ZA - Sudafrica 11
AE - Emirati Arabi Uniti 9
CO - Colombia 9
IQ - Iraq 9
TW - Taiwan 9
BD - Bangladesh 8
TN - Tunisia 8
PK - Pakistan 7
RO - Romania 6
TH - Thailandia 6
EU - Europa 5
SA - Arabia Saudita 5
VE - Venezuela 5
MT - Malta 4
MX - Messico 4
PY - Paraguay 4
PE - Perù 3
UZ - Uzbekistan 3
BB - Barbados 2
BH - Bahrain 2
BO - Bolivia 2
CR - Costa Rica 2
EE - Estonia 2
GR - Grecia 2
GT - Guatemala 2
HN - Honduras 2
IL - Israele 2
KE - Kenya 2
NP - Nepal 2
UY - Uruguay 2
AL - Albania 1
AZ - Azerbaigian 1
DK - Danimarca 1
HU - Ungheria 1
KW - Kuwait 1
LK - Sri Lanka 1
LV - Lettonia 1
MA - Marocco 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
SC - Seychelles 1
SN - Senegal 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.118
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Città #
Ashburn 1.813
Southend 899
Des Moines 479
Seattle 453
Singapore 277
Jacksonville 226
Princeton 192
Fairfield 187
Chandler 181
Beijing 171
Santa Clara 148
Ann Arbor 133
Izmir 128
Bologna 122
Berlin 114
San Ramon 112
Dublin 108
Bern 94
Milan 93
Woodbridge 92
Turin 80
Wilmington 77
Boardman 76
Herkenbosch 70
Helsinki 62
San Donato Milanese 61
Houston 60
Cambridge 57
Overberg 57
Pennsylvania Furnace 55
Zaporozhye 53
Hangzhou 49
Shanghai 49
Ho Chi Minh City 44
Baltimore 41
Monopoli 41
Saint Petersburg 37
Padua 36
Hong Kong 32
Chicago 30
Zhengzhou 29
Rome 28
Seoul 28
Guangzhou 27
Redwood City 27
Atlanta 23
Clemson 23
Nanjing 23
Naples 23
Pavia 23
Jinan 22
Malatya 21
Istanbul 20
Genova 19
Kolkata 19
Los Angeles 19
Buffalo 18
Cairo 18
Dallas 18
São Paulo 18
Frankfurt 17
Catania 16
Changsha 16
Brussels 15
Fremont 15
Mountain View 15
Munich 15
Reggio Calabria 15
Toronto 15
London 14
Cincinnati 13
Norwalk 13
Hanoi 12
Ningbo 12
Washington 12
Qazvin 11
San Diego 11
Verona 11
Karlsruhe 10
Norman 10
Silchar 10
Kiel 9
Saskatoon 9
Alonte 8
Andover 8
Ankara 8
Bremen 8
Campobasso 8
Rio de Janeiro 8
Shenzhen 8
State College 8
Amsterdam 7
Blacksburg 7
Chongqing 7
Dalian 7
Marratxi 7
Redmond 7
Biên Hòa 6
Casalecchio Di Reno 6
Catanzaro 6
Totale 7.955
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Nome #
An elastoplastic model for sand-structure interface behaviour 403
Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests 398
A Strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading 390
Evaluation of sand strength from CPT 386
A 2-D constitutive model for cyclic interface behaviour 372
Limit pressure of pressuremeter tests 305
Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses 268
Drained and Undrained Monotonic Behaviour of Sand in Simple Shear Tests 261
A critical appraisal of calibration chamber testing on sands 251
Limit pressure in expansion of cylindrical cavity in sand 246
A Costant Normal Stiffness Direct Shear Box for Soil-solid Interfaces Tests 239
I rilevati rinforzati ed armati 235
Cone pressuremeter in PO river sand 235
Cyclic behaviour of sand-structure interfaces 233
Static and Cyclic Behaviour of a Carbonate Sand. 231
Caratterizzazione e Modellazione dei Terreni per la Previsione del Comportamento delle Opere Geotecniche. 222
Experimental Evaluation of the Factors Affecting Pull-out Test Results on Geogrids 222
Stiffness of Carbonatic Quiou Sand from CPT 219
Influence of Cyclic Pre-Shearing on Undrained Behaviour of Carbonate Sand in Simple Shear Tests. 213
Stabilizzazione e Rinforzo delle Discariche. 212
Undrained Monotonic and Cyclic Simple Shear Behaviour of a Carbonate Sand. 212
Caratterizzazione e modellazione dei terreni per la previsione del comportamento delle opere geotecniche. Relazione Generale. 211
Load Carrying Capacity of Large Diameter Bored Piles in Sand and Gravel 210
Soil Improvement through Vertical Jet-grouting Columns. A Centrifuge Study. 207
Undrained monotonic and cyclic simple shear behaviour of carbonate sand” 207
Comparison between in situ and laboratory tests results on undisturbed frozen samples for a natural coarse sand 204
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand “( Geotechnique Vol.58,N.8-2008).Authors Replay- Part I 203
Settlement of shallow foundations on granular soils 200
Base capacity of bored piles in sands from in-situ tests 199
Geotechnical Investigation on Steel Slags Mixtures for Landfills Enbankment Construction 198
La Progettazione delle Opere in Terra Rinforzata con l’Approccio degli Eurocodici. 197
Opere di sostegno in zona sismica 196
Shaft friction modelling of non-displacement piles in sand 193
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand”(Geotechnique Vol.58,N.8-2008).Authors Replay.Part II. 192
Interface behaviour of sands from constant normal stiffness direct shear tests 192
Settlements of large shallow foundations on a partially cemented gravelly sand deposit using PLT data 189
Experimental and Theoretical Study of Sand-Stucture Frictional Interaction 188
Pressione limite ultima e relazioni sforzi-deformazioni dalla prova pressiometrica in sabbia 187
Liquefaction resistance of undisturbed and recostituted samples of a natural coarse sand from undrained cyclic triaxial tests 183
The tip displacement of drilled shafts in sands 182
Load settlement analyses for bored piles using hyperbolic transfer function 181
Interpretation of Pull-out And Direct Slding Tests for a Double Twist Steel Wire Mesh Reinforcement 172
Soil Reinforcement in Urban Areas.General Report Session 5.3 - 169
Il rinforzo dei terreni tramite inclusioni 166
Centrifuge Modelling of a Geogrid Reinforced Foundation on Soft Cohesive Soils 165
Recenti sviluppi della prova pressiometrica: il pressiocono 163
Soil – Structure Interface Behavior Under Cyclic Loading from Constant Normal Stiffness Direct Shear Tests 161
Prove in Centrifuga su una Fondazione Rinforzata alla Base con Geosintetici 159
Interpretation of moduli from self-boring pressuremeter test in sand 152
The Behaviour of a Carbonate Sand in Simple Shear Tests Under Static Loading 151
Laboratory investigation on the undrained behaviour of a natural coarse sand from undisturbed and reconstituted samples 150
Undrained Monotonic and Cyclic Behavior of a Coarse Sand from Undisturbed and Reconstituted Sample 148
Indagini sperimentali per la modellazione fisica in vera grandezza di un muro in terra rinforzata con rinforzi di differente rigidezza 146
Geotechnical investigation for the stability evaluation of Pavia’s medieval towers 145
Pull-out Behaviour of a Draining Geogrid Embedded in Waste Cohesive material 145
Non Linear Fem Analyses of Deep Sited Plate Loading Tests on Sand in Calibration Chamber 130
FEM analyses of pressuremeter tests in calibration chamber using an hyperbolic constitutive model for sands 126
Totale 12.120
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Categoria #
all - tutte 37.264
article - articoli 11.499
book - libri 684
conference - conferenze 25.081
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 74.528
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021344 0 0 0 0 0 78 28 79 39 51 59 10
2021/2022495 15 53 2 22 13 47 10 25 38 49 63 158
2022/20231.279 84 137 13 37 62 134 539 45 82 13 24 109
2023/2024175 12 9 14 18 22 6 6 7 0 9 24 48
2024/2025853 27 132 45 77 113 71 38 41 125 37 37 110
2025/20261.023 135 168 200 356 158 6 0 0 0 0 0 0
Totale 12.120