GHIONNA, Vito Nicola
 Distribuzione geografica
Continente #
NA - Nord America 5.878
EU - Europa 4.920
AS - Asia 2.975
SA - Sud America 355
AF - Africa 55
OC - Oceania 20
Continente sconosciuto - Info sul continente non disponibili 5
Totale 14.208
Nazione #
US - Stati Uniti d'America 5.787
IT - Italia 1.266
GB - Regno Unito 1.028
SG - Singapore 726
VN - Vietnam 710
DE - Germania 697
CN - Cina 670
FR - Francia 552
UA - Ucraina 411
BR - Brasile 257
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 87
FI - Finlandia 84
CA - Canada 62
IR - Iran 50
MY - Malesia 46
BD - Bangladesh 44
ES - Italia 28
AP - ???statistics.table.value.countryCode.AP??? 25
JP - Giappone 25
AR - Argentina 24
EC - Ecuador 24
PH - Filippine 24
BE - Belgio 22
IQ - Iraq 22
TH - Thailandia 21
TW - Taiwan 21
AU - Australia 19
ID - Indonesia 19
EG - Egitto 18
CL - Cile 16
AT - Austria 15
PL - Polonia 15
CO - Colombia 14
NO - Norvegia 13
ZA - Sudafrica 13
PK - Pakistan 11
TN - Tunisia 11
AE - Emirati Arabi Uniti 9
RO - Romania 7
VE - Venezuela 7
HN - Honduras 6
MX - Messico 6
SA - Arabia Saudita 6
CR - Costa Rica 5
EU - Europa 5
NP - Nepal 5
PY - Paraguay 5
BB - Barbados 4
GR - Grecia 4
JM - Giamaica 4
MT - Malta 4
BH - Bahrain 3
BO - Bolivia 3
MA - Marocco 3
PE - Perù 3
UZ - Uzbekistan 3
AL - Albania 2
AZ - Azerbaigian 2
EE - Estonia 2
GT - Guatemala 2
HR - Croazia 2
HU - Ungheria 2
IL - Israele 2
KE - Kenya 2
NG - Nigeria 2
PS - Palestinian Territory 2
UY - Uruguay 2
AO - Angola 1
BG - Bulgaria 1
BS - Bahamas 1
CG - Congo 1
DK - Danimarca 1
DZ - Algeria 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 14.206
Città #
Ashburn 1.876
Southend 899
Des Moines 480
Seattle 453
Singapore 367
San Jose 320
Ho Chi Minh City 226
Jacksonville 226
Princeton 192
Fairfield 187
Chandler 181
Beijing 177
Santa Clara 166
Hanoi 153
Ann Arbor 133
Izmir 128
Bologna 122
Berlin 115
San Ramon 112
Dublin 108
Milan 101
Bern 94
Woodbridge 92
Turin 82
Wilmington 77
Boardman 76
Helsinki 72
Herkenbosch 70
Hong Kong 66
Houston 63
San Donato Milanese 61
Cambridge 57
Overberg 57
Pennsylvania Furnace 55
Zaporozhye 53
Los Angeles 51
Hangzhou 49
Shanghai 49
Lauterbourg 48
Seoul 44
Baltimore 41
Monopoli 41
Rome 41
Saint Petersburg 37
Padua 36
Da Nang 33
Chicago 32
Zhengzhou 29
Guangzhou 27
Redwood City 27
Atlanta 24
Naples 24
Clemson 23
Nanjing 23
Pavia 23
Jinan 22
Malatya 21
Buffalo 20
Catania 20
Dallas 20
Haiphong 20
Istanbul 20
São Paulo 20
Genova 19
Kolkata 19
Cairo 18
Toronto 18
Council Bluffs 17
Frankfurt 17
Changsha 16
Munich 16
Brussels 15
Fremont 15
London 15
Mountain View 15
Reggio Calabria 15
Cincinnati 13
New York 13
Norwalk 13
Ningbo 12
Verona 12
Washington 12
Hải Dương 11
Qazvin 11
San Diego 11
Bến Tre 10
Karlsruhe 10
Norman 10
Orem 10
Quito 10
Silchar 10
Ankara 9
Baghdad 9
Bangkok 9
Kiel 9
Saskatoon 9
Alonte 8
Andover 8
Biên Hòa 8
Bremen 8
Totale 9.022
Nome #
Cyclic shear stress degradation and post-cyclic behaviour from sand-steel interface direct shear tests 447
An elastoplastic model for sand-structure interface behaviour 434
Evaluation of sand strength from CPT 427
A Strain-hardening elastoplastic model for sand-structure interface under monotonic and cyclic loading 420
A 2-D constitutive model for cyclic interface behaviour 400
Limit pressure of pressuremeter tests 336
Drained and Undrained Monotonic Behaviour of Sand in Simple Shear Tests 330
Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses 302
Stiffness of Carbonatic Quiou Sand from CPT 286
A Costant Normal Stiffness Direct Shear Box for Soil-solid Interfaces Tests 280
Cyclic behaviour of sand-structure interfaces 278
Stabilizzazione e Rinforzo delle Discariche. 278
A critical appraisal of calibration chamber testing on sands 274
Static and Cyclic Behaviour of a Carbonate Sand. 272
Limit pressure in expansion of cylindrical cavity in sand 270
I rilevati rinforzati ed armati 260
Caratterizzazione e Modellazione dei Terreni per la Previsione del Comportamento delle Opere Geotecniche. 259
Experimental Evaluation of the Factors Affecting Pull-out Test Results on Geogrids 258
Cone pressuremeter in PO river sand 256
La Progettazione delle Opere in Terra Rinforzata con l’Approccio degli Eurocodici. 256
Load Carrying Capacity of Large Diameter Bored Piles in Sand and Gravel 253
Undrained Monotonic and Cyclic Simple Shear Behaviour of a Carbonate Sand. 247
Comparison between in situ and laboratory tests results on undisturbed frozen samples for a natural coarse sand 247
Base capacity of bored piles in sands from in-situ tests 243
Influence of Cyclic Pre-Shearing on Undrained Behaviour of Carbonate Sand in Simple Shear Tests. 243
Soil Improvement through Vertical Jet-grouting Columns. A Centrifuge Study. 240
Caratterizzazione e modellazione dei terreni per la previsione del comportamento delle opere geotecniche. Relazione Generale. 239
Undrained monotonic and cyclic simple shear behaviour of carbonate sand” 236
Interpretation of Pull-out And Direct Slding Tests for a Double Twist Steel Wire Mesh Reinforcement 236
Opere di sostegno in zona sismica 234
Settlement of shallow foundations on granular soils 232
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand “( Geotechnique Vol.58,N.8-2008).Authors Replay- Part I 230
Experimental and Theoretical Study of Sand-Stucture Frictional Interaction 229
Liquefaction resistance of undisturbed and recostituted samples of a natural coarse sand from undrained cyclic triaxial tests 229
Discussion on “Undrained monotonic and cyclic simple shear behaviour of carbonate sand”(Geotechnique Vol.58,N.8-2008).Authors Replay.Part II. 228
Geotechnical Investigation on Steel Slags Mixtures for Landfills Enbankment Construction 224
Soil Reinforcement in Urban Areas.General Report Session 5.3 - 224
Shaft friction modelling of non-displacement piles in sand 222
Pressione limite ultima e relazioni sforzi-deformazioni dalla prova pressiometrica in sabbia 222
Interface behaviour of sands from constant normal stiffness direct shear tests 222
Settlements of large shallow foundations on a partially cemented gravelly sand deposit using PLT data 216
Load settlement analyses for bored piles using hyperbolic transfer function 211
The tip displacement of drilled shafts in sands 207
Recenti sviluppi della prova pressiometrica: il pressiocono 206
The Behaviour of a Carbonate Sand in Simple Shear Tests Under Static Loading 198
Il rinforzo dei terreni tramite inclusioni 197
Prove in Centrifuga su una Fondazione Rinforzata alla Base con Geosintetici 190
Centrifuge Modelling of a Geogrid Reinforced Foundation on Soft Cohesive Soils 188
Geotechnical investigation for the stability evaluation of Pavia’s medieval towers 186
Soil – Structure Interface Behavior Under Cyclic Loading from Constant Normal Stiffness Direct Shear Tests 184
Interpretation of moduli from self-boring pressuremeter test in sand 182
Undrained Monotonic and Cyclic Behavior of a Coarse Sand from Undisturbed and Reconstituted Sample 181
Laboratory investigation on the undrained behaviour of a natural coarse sand from undisturbed and reconstituted samples 181
Pull-out Behaviour of a Draining Geogrid Embedded in Waste Cohesive material 180
Indagini sperimentali per la modellazione fisica in vera grandezza di un muro in terra rinforzata con rinforzi di differente rigidezza 180
Non Linear Fem Analyses of Deep Sited Plate Loading Tests on Sand in Calibration Chamber 168
FEM analyses of pressuremeter tests in calibration chamber using an hyperbolic constitutive model for sands 150
Totale 14.208
Categoria #
all - tutte 42.082
article - articoli 12.955
book - libri 750
conference - conferenze 28.377
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 84.164


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022480 0 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
2025/20262.943 135 168 200 356 158 183 430 180 644 316 56 117
2026/2027168 144 24 0 0 0 0 0 0 0 0 0 0
Totale 14.208