FLESSATI, LUCA
 Distribuzione geografica
Continente #
NA - Nord America 2.590
EU - Europa 2.185
AS - Asia 1.601
SA - Sud America 276
AF - Africa 69
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 4
Totale 6.730
Nazione #
US - Stati Uniti d'America 2.541
RU - Federazione Russa 703
IT - Italia 650
SG - Singapore 585
CN - Cina 362
DE - Germania 228
BR - Brasile 212
VN - Vietnam 202
FR - Francia 133
KR - Corea 103
FI - Finlandia 83
NL - Olanda 79
JP - Giappone 75
ES - Italia 69
HK - Hong Kong 57
GB - Regno Unito 48
IE - Irlanda 43
IN - India 41
AT - Austria 35
JO - Giordania 33
SE - Svezia 30
MA - Marocco 29
PL - Polonia 28
AR - Argentina 25
CA - Canada 22
IR - Iran 22
CO - Colombia 21
MX - Messico 20
BD - Bangladesh 18
ID - Indonesia 16
PK - Pakistan 15
BE - Belgio 14
TR - Turchia 13
UA - Ucraina 13
CH - Svizzera 11
IQ - Iraq 11
CI - Costa d'Avorio 7
IL - Israele 7
UZ - Uzbekistan 7
ZA - Sudafrica 7
AU - Australia 5
EC - Ecuador 5
TW - Taiwan 5
PY - Paraguay 4
BJ - Benin 3
DZ - Algeria 3
EG - Egitto 3
GH - Ghana 3
HU - Ungheria 3
KE - Kenya 3
LV - Lettonia 3
MY - Malesia 3
PH - Filippine 3
RO - Romania 3
SA - Arabia Saudita 3
TN - Tunisia 3
VE - Venezuela 3
AL - Albania 2
CL - Cile 2
ET - Etiopia 2
EU - Europa 2
GY - Guiana 2
KZ - Kazakistan 2
LB - Libano 2
NP - Nepal 2
PS - Palestinian Territory 2
TH - Thailandia 2
XK - ???statistics.table.value.countryCode.XK??? 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
AO - Angola 1
AZ - Azerbaigian 1
BB - Barbados 1
BN - Brunei Darussalam 1
CR - Costa Rica 1
CY - Cipro 1
CZ - Repubblica Ceca 1
DK - Danimarca 1
GA - Gabon 1
GR - Grecia 1
GT - Guatemala 1
HN - Honduras 1
HR - Croazia 1
JM - Giamaica 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
MO - Macao, regione amministrativa speciale della Cina 1
MU - Mauritius 1
NG - Nigeria 1
PA - Panama 1
PE - Perù 1
PR - Porto Rico 1
PT - Portogallo 1
QA - Qatar 1
RE - Reunion 1
RS - Serbia 1
SI - Slovenia 1
SN - Senegal 1
SY - Repubblica araba siriana 1
UY - Uruguay 1
Totale 6.730
Città #
Ashburn 439
Singapore 362
San Jose 258
Chandler 198
Santa Clara 173
Fairfield 155
Milan 152
Munich 103
Seoul 101
Dallas 97
Moscow 91
Woodbridge 74
Tokyo 73
Council Bluffs 72
Hefei 72
Houston 65
Málaga 63
The Dalles 63
Helsinki 61
Wilmington 61
Rome 58
Ann Arbor 56
Ho Chi Minh City 56
Seattle 54
Hanoi 52
Beijing 51
Cambridge 49
Lauterbourg 43
Hong Kong 42
Boardman 37
Los Angeles 36
Vienna 35
Amman 33
Frankfurt am Main 32
Grafing 30
Piscataway 29
Atlanta 28
Bologna 26
Lawrence 24
Dublin 23
Menlo Park 22
Erlangen 21
London 20
Orem 19
Buffalo 17
Medford 16
North Charleston 16
Columbus 15
New York 15
São Paulo 15
Kenitra 14
Casablanca 13
Las Vegas 12
Brussels 11
Dong Ket 11
Medellín 11
Redmond 11
Amsterdam 10
Chicago 10
Düsseldorf 10
Guangzhou 10
Kent 10
Naples 10
Redwood City 10
Turin 10
Da Nang 9
Delft 9
Jakarta 9
Mexico City 9
Princeton 9
San Diego 9
San Donato Milanese 9
Turku 9
Hangzhou 8
Pavia 8
Porto Alegre 8
Winder 8
Central 7
Chennai 7
Dearborn 7
Florence 7
Warsaw 7
Abidjan 6
Ankara 6
Chengdu 6
Krakow 6
Lappeenranta 6
Mantova 6
Montreal 6
Monza 6
Multan 6
Nanjing 6
Ottawa 6
Baghdad 5
Belo Horizonte 5
Biên Hòa 5
Brasília 5
Catania 5
Changsha 5
Haiphong 5
Totale 4.106
Nome #
Miscele cemento-bentonite per diaframmi plastici: prove sperimentali e modellazione costitutiva 363
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 355
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 266
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 234
Experimental tests on shallow foundations of onshore wind turbine towers 229
A macroelement framework for shallow foundations including changes in configuration 223
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 223
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 222
Progressive failure in elastic-viscoplastic media: from theory to practice 190
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 183
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 181
Assessment of excavation-related hazards and design of mitigation measures 173
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 173
A displacement based approach for reinforced tunnel faces under undrained conditions 164
Simplified numerical analysis of rock block-anchor interaction 160
Wind Tower FRC Foundations: Research and Design 159
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 155
Mechanical Behavior and Constitutive Modeling of Cement–Bentonite Mixtures for Cutoff Walls 155
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 155
Rock glacier dynamics by a thermo-elastic-viscoplastic constitutive relationship 153
Numerical analysis of the mechanical interaction among adjacent foundations: towards a simplified design approach 152
Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides 151
Mathematical modelling of the mechanical response of earth embankments on piled foundations 142
Effects of curing on the hydro-mechanical behaviour of cement-bentonite mixtures for cut-off walls 140
Modelling the Development of Settlements of Earth Embankments on Piled Foundations 140
Computational methods 139
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions 134
Application of an Innovative Displacement Based Design Approach for Earth Embankments on Piled Foundations 128
Modelling the influence of time on the mechanical behaviour of geomaterials 123
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations 123
An innovative design approach for anchored wire meshes 122
Mechanised deep tunnel excavation in saturated clayey soils: a pre-design hydro-mechanically coupled method for the assessment of both spoil and face volume loss 114
Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions 112
Un macroelemento per palificate poste su terreni puramente coesivi 110
Curve caratteristiche non drenate per gallerie profonde e superficiali in assenza e in presenza di rivestimento: analisi numeriche e interpretazione teorica 108
Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results 108
Risk management in tunnelling 103
Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach 100
Analisi dell'influenza della disposizione dei rinforzi sulla risposta meccanica di fronti di gallerie realizzate in materiale coesivo 98
Numerical investigation on the influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 81
Palificate soggette a carichi ciclici in terreni coesivi: analisi numeriche e interpretazione teorica 80
Simulazione numerica del processo di consolidazione durante lo scavo di gallerie profonde in materiali coesivi e influenza del tempo di scavo sulla curva caratteristica del fronte 79
Finite Element Analyses of undrained cavity unloading considering in-situ anisotropic state of stress 52
Un metodo speditivo per le verifiche SLU e SLE di fondazioni miste platee su pali poste su terreni coesivi 37
Totale 6.792
Categoria #
all - tutte 18.923
article - articoli 9.698
book - libri 0
conference - conferenze 6.263
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.962
Totale 37.846


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021111 0 0 0 0 0 0 0 0 0 50 17 44
2021/2022405 25 33 17 72 53 18 30 16 28 20 29 64
2022/2023582 62 51 25 39 44 48 22 53 89 88 41 20
2023/2024397 29 36 38 31 40 37 26 66 10 17 17 50
2024/20251.372 25 27 31 27 194 175 97 143 206 71 178 198
2025/20263.281 624 524 198 257 207 196 597 189 235 254 0 0
Totale 6.792