RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

FLESSATI, LUCA
 Distribuzione geografica
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Continente #
EU - Europa 1.996
NA - Nord America 1.964
AS - Asia 1.011
SA - Sud America 257
AF - Africa 49
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 4
Totale 5.286
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Nazione #
US - Stati Uniti d'America 1.930
RU - Federazione Russa 702
IT - Italia 557
SG - Singapore 447
CN - Cina 262
DE - Germania 219
BR - Brasile 202
FR - Francia 80
FI - Finlandia 76
VN - Vietnam 76
NL - Olanda 73
ES - Italia 67
GB - Regno Unito 43
IE - Irlanda 43
AT - Austria 35
JO - Giordania 33
HK - Hong Kong 30
SE - Svezia 30
PL - Polonia 25
IR - Iran 22
KR - Corea 22
AR - Argentina 21
CO - Colombia 21
IN - India 21
CA - Canada 17
BE - Belgio 14
PK - Pakistan 14
MA - Marocco 13
TR - Turchia 13
ID - Indonesia 12
MX - Messico 12
BD - Bangladesh 11
CH - Svizzera 11
UA - Ucraina 10
CI - Costa d'Avorio 7
IL - Israele 7
IQ - Iraq 7
JP - Giappone 7
ZA - Sudafrica 6
AU - Australia 5
EC - Ecuador 4
UZ - Uzbekistan 4
BJ - Benin 3
DZ - Algeria 3
GH - Ghana 3
PY - Paraguay 3
SA - Arabia Saudita 3
AL - Albania 2
CL - Cile 2
EG - Egitto 2
ET - Etiopia 2
EU - Europa 2
GY - Guiana 2
HU - Ungheria 2
KE - Kenya 2
KZ - Kazakistan 2
LB - Libano 2
LV - Lettonia 2
PH - Filippine 2
PS - Palestinian Territory 2
RO - Romania 2
TN - Tunisia 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
GT - Guatemala 1
HN - Honduras 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
MO - Macao, regione amministrativa speciale della Cina 1
MU - Mauritius 1
MY - Malesia 1
NG - Nigeria 1
NP - Nepal 1
PA - Panama 1
PE - Perù 1
PT - Portogallo 1
QA - Qatar 1
RE - Reunion 1
SN - Senegal 1
TW - Taiwan 1
UY - Uruguay 1
Totale 5.286
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Città #
Ashburn 332
Singapore 271
Chandler 198
Santa Clara 167
Fairfield 155
Milan 141
Munich 103
Moscow 90
Woodbridge 74
Hefei 70
Houston 64
Málaga 63
Wilmington 61
Ann Arbor 56
Helsinki 54
Seattle 54
Dallas 52
Cambridge 49
Rome 49
Beijing 48
Council Bluffs 41
Boardman 37
Vienna 35
Amman 33
Grafing 30
Piscataway 29
Los Angeles 27
Frankfurt am Main 24
Lawrence 24
Dublin 23
Atlanta 22
Menlo Park 22
Seoul 22
Erlangen 21
London 20
Ho Chi Minh City 19
Hong Kong 18
Buffalo 16
Medford 16
Columbus 15
Bologna 13
Casablanca 13
New York 13
São Paulo 13
Hanoi 12
Brussels 11
Dong Ket 11
Medellín 11
Redmond 11
Düsseldorf 10
Kent 10
Redwood City 10
Amsterdam 9
Chicago 9
Jakarta 9
Princeton 9
San Diego 9
San Donato Milanese 9
Turin 9
Turku 9
Pavia 8
Winder 8
Central 7
Dearborn 7
Delft 7
Florence 7
Porto Alegre 7
Abidjan 6
Ankara 6
Krakow 6
Lappeenranta 6
Mantova 6
Mexico City 6
Monza 6
Multan 6
Nanjing 6
Ottawa 6
Belo Horizonte 5
Brasília 5
Catania 5
Guangzhou 5
Latina 5
Naples 5
Nocera Inferiore 5
Padova 5
San Francisco 5
Stockholm 5
Tokyo 5
Acerra 4
Chengdu 4
Fortaleza 4
Hangzhou 4
Istanbul 4
Lahore 4
Miami 4
Montreal 4
Parma 4
Pordenone 4
Rio de Janeiro 4
Salvador 4
Totale 3.069
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Nome #
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 321
Miscele cemento-bentonite per diaframmi plastici: prove sperimentali e modellazione costitutiva 300
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 228
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 195
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 190
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 184
A macroelement framework for shallow foundations including changes in configuration 179
Experimental tests on shallow foundations of onshore wind turbine towers 164
Progressive failure in elastic-viscoplastic media: from theory to practice 159
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 153
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 150
Simplified numerical analysis of rock block-anchor interaction 144
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 142
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 136
Assessment of excavation-related hazards and design of mitigation measures 133
Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides 130
Mechanical Behavior and Constitutive Modeling of Cement–Bentonite Mixtures for Cutoff Walls 130
A displacement based approach for reinforced tunnel faces under undrained conditions 130
Rock glacier dynamics by a thermo-elastic-viscoplastic constitutive relationship 126
Mathematical modelling of the mechanical response of earth embankments on piled foundations 119
Numerical analysis of the mechanical interaction among adjacent foundations: towards a simplified design approach 117
Modelling the Development of Settlements of Earth Embankments on Piled Foundations 112
Application of an Innovative Displacement Based Design Approach for Earth Embankments on Piled Foundations 111
Computational methods 109
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 109
Wind Tower FRC Foundations: Research and Design 107
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions 106
Effects of curing on the hydro-mechanical behaviour of cement-bentonite mixtures for cut-off walls 95
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations 94
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 89
Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results 87
Influence of the fibreglass reinforcement stiffness on the mechanical response of deep tunnel fronts in cohesive soils under undrained conditions 87
An innovative design approach for anchored wire meshes 86
Risk management in tunnelling 83
Curve caratteristiche non drenate per gallerie profonde e superficiali in assenza e in presenza di rivestimento: analisi numeriche e interpretazione teorica 80
Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach 74
Un macroelemento per palificate poste su terreni puramente coesivi 73
Modelling the influence of time on the mechanical behaviour of geomaterials 73
Numerical investigation on the influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 66
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 65
Analisi dell'influenza della disposizione dei rinforzi sulla risposta meccanica di fronti di gallerie realizzate in materiale coesivo 61
Palificate soggette a carichi ciclici in terreni coesivi: analisi numeriche e interpretazione teorica 37
Finite Element Analyses of undrained cavity unloading considering in-situ anisotropic state of stress 10
Un metodo speditivo per le verifiche SLU e SLE di fondazioni miste platee su pali poste su terreni coesivi 4
Totale 5.348
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Categoria #
all - tutte 16.607
article - articoli 8.522
book - libri 0
conference - conferenze 5.450
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.635
Totale 33.214
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021232 0 0 0 0 0 19 25 42 35 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
2025/20261.837 624 524 198 257 207 27 0 0 0 0 0 0
Totale 5.348