GHIONNA, Vito Nicola
 Distribuzione geografica
Continente #
NA - Nord America 5.702
EU - Europa 4.888
AS - Asia 2.902
SA - Sud America 337
AF - Africa 53
OC - Oceania 18
Continente sconosciuto - Info sul continente non disponibili 3
Totale 13.903
Nazione #
US - Stati Uniti d'America 5.631
IT - Italia 1.247
GB - Regno Unito 1.026
VN - Vietnam 706
DE - Germania 696
SG - Singapore 691
CN - Cina 669
FR - Francia 549
UA - Ucraina 410
BR - Brasile 252
RU - Federazione Russa 238
TR - Turchia 181
NL - Olanda 157
KR - Corea 151
SE - Svezia 128
IN - India 125
IE - Irlanda 112
CH - Svizzera 100
HK - Hong Kong 86
FI - Finlandia 84
CA - Canada 54
IR - Iran 50
MY - Malesia 46
ES - Italia 27
AP - ???statistics.table.value.countryCode.AP??? 25
JP - Giappone 25
AR - Argentina 23
PH - Filippine 23
BE - Belgio 22
IQ - Iraq 22
TH - Thailandia 21
TW - Taiwan 21
EC - Ecuador 18
EG - Egitto 18
ID - Indonesia 18
AU - Australia 17
BD - Bangladesh 16
AT - Austria 15
PL - Polonia 15
CL - Cile 14
NO - Norvegia 13
ZA - Sudafrica 13
CO - Colombia 12
PK - Pakistan 11
TN - Tunisia 10
AE - Emirati Arabi Uniti 9
RO - Romania 6
SA - Arabia Saudita 6
EU - Europa 5
PY - Paraguay 5
VE - Venezuela 5
MT - Malta 4
MX - Messico 4
BH - Bahrain 3
BO - Bolivia 3
CR - Costa Rica 3
HN - Honduras 3
MA - Marocco 3
NP - Nepal 3
PE - Perù 3
UZ - Uzbekistan 3
AL - Albania 2
AZ - Azerbaigian 2
BB - Barbados 2
EE - Estonia 2
GR - Grecia 2
GT - Guatemala 2
HU - Ungheria 2
IL - Israele 2
JM - Giamaica 2
KE - Kenya 2
NG - Nigeria 2
PS - Palestinian Territory 2
UY - Uruguay 2
AO - Angola 1
BG - Bulgaria 1
CG - Congo 1
DK - Danimarca 1
GE - Georgia 1
JO - Giordania 1
KW - Kuwait 1
KZ - Kazakistan 1
LC - Santa Lucia 1
LK - Sri Lanka 1
LT - Lituania 1
LV - Lettonia 1
MM - Myanmar 1
NZ - Nuova Zelanda 1
OM - Oman 1
RS - Serbia 1
SC - Seychelles 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
UG - Uganda 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 13.903
Città #
Ashburn 1.850
Southend 899
Des Moines 479
Seattle 453
Singapore 362
San Jose 283
Jacksonville 226
Ho Chi Minh City 225
Princeton 192
Fairfield 187
Chandler 181
Beijing 177
Hanoi 152
Santa Clara 151
Ann Arbor 133
Izmir 128
Bologna 122
Berlin 115
San Ramon 112
Dublin 108
Milan 100
Bern 94
Woodbridge 92
Turin 80
Wilmington 77
Boardman 76
Helsinki 72
Herkenbosch 70
Hong Kong 65
Houston 62
San Donato Milanese 61
Cambridge 57
Overberg 57
Pennsylvania Furnace 55
Zaporozhye 53
Hangzhou 49
Shanghai 49
Lauterbourg 48
Los Angeles 46
Seoul 44
Baltimore 41
Monopoli 41
Saint Petersburg 37
Padua 36
Rome 36
Da Nang 33
Chicago 31
Zhengzhou 29
Guangzhou 27
Redwood City 27
Atlanta 24
Clemson 23
Nanjing 23
Naples 23
Pavia 23
Jinan 22
Malatya 21
Catania 20
Istanbul 20
São Paulo 20
Dallas 19
Genova 19
Haiphong 19
Kolkata 19
Buffalo 18
Cairo 18
Frankfurt 17
Changsha 16
Munich 16
Brussels 15
Fremont 15
London 15
Mountain View 15
Reggio Calabria 15
Toronto 15
Cincinnati 13
New York 13
Norwalk 13
Ningbo 12
Washington 12
Hải Dương 11
Qazvin 11
San Diego 11
Verona 11
Bến Tre 10
Karlsruhe 10
Norman 10
Orem 10
Silchar 10
Ankara 9
Baghdad 9
Bangkok 9
Kiel 9
Saskatoon 9
Alonte 8
Andover 8
Biên Hòa 8
Bremen 8
Bắc Giang 8
Campobasso 8
Totale 8.900
Nome #
Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests 440
An elastoplastic model for sand-structure interface behaviour 428
Evaluation of sand strength from CPT 424
A Strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading 411
A 2-D constitutive model for cyclic interface behaviour 397
Limit pressure of pressuremeter tests 333
Drained and Undrained Monotonic Behaviour of Sand in Simple Shear Tests 322
Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses 300
Stiffness of Carbonatic Quiou Sand from CPT 277
Stabilizzazione e Rinforzo delle Discariche. 275
Cyclic behaviour of sand-structure interfaces 271
A Costant Normal Stiffness Direct Shear Box for Soil-solid Interfaces Tests 268
Limit pressure in expansion of cylindrical cavity in sand 268
A critical appraisal of calibration chamber testing on sands 268
Static and Cyclic Behaviour of a Carbonate Sand. 267
I rilevati rinforzati ed armati 254
Caratterizzazione e Modellazione dei Terreni per la Previsione del Comportamento delle Opere Geotecniche. 253
Cone pressuremeter in PO river sand 252
Experimental Evaluation of the Factors Affecting Pull-out Test Results on Geogrids 252
Load Carrying Capacity of Large Diameter Bored Piles in Sand and Gravel 244
Undrained Monotonic and Cyclic Simple Shear Behaviour of a Carbonate Sand. 244
Influence of Cyclic Pre-Shearing on Undrained Behaviour of Carbonate Sand in Simple Shear Tests. 241
Comparison between in situ and laboratory tests results on undisturbed frozen samples for a natural coarse sand 240
Base capacity of bored piles in sands from in-situ tests 238
Caratterizzazione e modellazione dei terreni per la previsione del comportamento delle opere geotecniche. Relazione Generale. 235
Undrained monotonic and cyclic simple shear behaviour of carbonate sand” 233
Soil Improvement through Vertical Jet-grouting Columns. A Centrifuge Study. 232
Interpretation of Pull-out And Direct Slding Tests for a Double Twist Steel Wire Mesh Reinforcement 232
La Progettazione delle Opere in Terra Rinforzata con l’Approccio degli Eurocodici. 230
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand “( Geotechnique Vol.58,N.8-2008).Authors Replay- Part I 227
Opere di sostegno in zona sismica 225
Settlement of shallow foundations on granular soils 224
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand”(Geotechnique Vol.58,N.8-2008).Authors Replay.Part II. 224
Experimental and Theoretical Study of Sand-Stucture Frictional Interaction 222
Pressione limite ultima e relazioni sforzi-deformazioni dalla prova pressiometrica in sabbia 222
Shaft friction modelling of non-displacement piles in sand 221
Geotechnical Investigation on Steel Slags Mixtures for Landfills Enbankment Construction 221
Soil Reinforcement in Urban Areas.General Report Session 5.3 - 219
Interface behaviour of sands from constant normal stiffness direct shear tests 218
Liquefaction resistance of undisturbed and recostituted samples of a natural coarse sand from undrained cyclic triaxial tests 218
Settlements of large shallow foundations on a partially cemented gravelly sand deposit using PLT data 213
Load settlement analyses for bored piles using hyperbolic transfer function 207
Recenti sviluppi della prova pressiometrica: il pressiocono 203
The tip displacement of drilled shafts in sands 199
Il rinforzo dei terreni tramite inclusioni 196
The Behaviour of a Carbonate Sand in Simple Shear Tests Under Static Loading 194
Centrifuge Modelling of a Geogrid Reinforced Foundation on Soft Cohesive Soils 185
Prove in Centrifuga su una Fondazione Rinforzata alla Base con Geosintetici 185
Soil – Structure Interface Behavior Under Cyclic Loading from Constant Normal Stiffness Direct Shear Tests 181
Geotechnical investigation for the stability evaluation of Pavia’s medieval towers 178
Pull-out Behaviour of a Draining Geogrid Embedded in Waste Cohesive material 178
Undrained Monotonic and Cyclic Behavior of a Coarse Sand from Undisturbed and Reconstituted Sample 177
Laboratory investigation on the undrained behaviour of a natural coarse sand from undisturbed and reconstituted samples 177
Interpretation of moduli from self-boring pressuremeter test in sand 176
Indagini sperimentali per la modellazione fisica in vera grandezza di un muro in terra rinforzata con rinforzi di differente rigidezza 174
Non Linear Fem Analyses of Deep Sited Plate Loading Tests on Sand in Calibration Chamber 166
FEM analyses of pressuremeter tests in calibration chamber using an hyperbolic constitutive model for sands 146
Totale 13.905
Categoria #
all - tutte 40.281
article - articoli 12.383
book - libri 721
conference - conferenze 27.177
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 80.562


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202169 0 0 0 0 0 0 0 0 0 0 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
2025/20262.808 135 168 200 356 158 183 430 180 644 316 38 0
Totale 13.905