IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 6.927
AS - Asia 2.551
EU - Europa 2.416
SA - Sud America 424
AF - Africa 54
OC - Oceania 8
Continente sconosciuto - Info sul continente non disponibili 1
Totale 12.381
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Nazione #
US - Stati Uniti d'America 6.829
SG - Singapore 1.151
IT - Italia 688
CN - Cina 486
VN - Vietnam 358
BR - Brasile 355
RU - Federazione Russa 310
UA - Ucraina 270
FI - Finlandia 215
SE - Svezia 206
DE - Germania 200
GB - Regno Unito 144
KR - Corea 112
FR - Francia 109
LV - Lettonia 106
TR - Turchia 86
CA - Canada 61
BD - Bangladesh 51
IN - India 49
HK - Hong Kong 47
BG - Bulgaria 42
NL - Olanda 35
IQ - Iraq 31
JO - Giordania 30
ID - Indonesia 26
AR - Argentina 23
MX - Messico 23
JP - Giappone 19
IR - Iran 18
ES - Italia 16
PL - Polonia 15
EG - Egitto 12
PK - Pakistan 11
SA - Arabia Saudita 11
ZA - Sudafrica 11
GR - Grecia 9
CH - Svizzera 8
CL - Cile 8
CO - Colombia 8
MA - Marocco 8
PH - Filippine 8
TH - Thailandia 8
VE - Venezuela 8
AU - Australia 7
EC - Ecuador 7
AT - Austria 6
IE - Irlanda 6
PE - Perù 6
PY - Paraguay 6
TW - Taiwan 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
LT - Lituania 5
MY - Malesia 5
NP - Nepal 5
PS - Palestinian Territory 5
RO - Romania 5
AL - Albania 4
DK - Danimarca 4
DZ - Algeria 4
TN - Tunisia 4
BE - Belgio 3
BH - Bahrain 3
IL - Israele 3
JM - Giamaica 3
NO - Norvegia 3
SN - Senegal 3
ET - Etiopia 2
HN - Honduras 2
KE - Kenya 2
KZ - Kazakistan 2
LK - Sri Lanka 2
NG - Nigeria 2
PA - Panama 2
PT - Portogallo 2
RS - Serbia 2
SY - Repubblica araba siriana 2
AO - Angola 1
AZ - Azerbaigian 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
BS - Bahamas 1
BW - Botswana 1
CD - Congo 1
CI - Costa d'Avorio 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GA - Gabon 1
KG - Kirghizistan 1
LI - Liechtenstein 1
MD - Moldavia 1
MM - Myanmar 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
OM - Oman 1
PR - Porto Rico 1
SR - Suriname 1
SV - El Salvador 1
Totale 12.378
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Città #
Singapore 712
Fairfield 635
Ashburn 615
Chandler 591
Jacksonville 572
Dallas 316
Seattle 309
San Jose 302
Woodbridge 284
Santa Clara 256
Wilmington 237
Houston 235
Cambridge 187
Columbus 185
New York 157
Princeton 157
Munich 152
Ann Arbor 146
Moscow 141
Ho Chi Minh City 126
San Mateo 111
Beijing 106
Riga 106
Seoul 103
Los Angeles 100
Helsinki 99
Lauterbourg 84
The Dalles 84
Trento 84
Hanoi 80
Rome 76
Izmir 74
Dearborn 56
Milan 55
Buffalo 47
Council Bluffs 46
Orem 44
San Diego 43
Boardman 40
Lawrence 40
Sofia 38
São Paulo 36
Chicago 30
Hong Kong 30
Redondo Beach 29
London 28
Da Nang 27
Toronto 26
Hefei 25
Turin 24
Haiphong 22
Chennai 20
Shanghai 19
Nanjing 18
Rio de Janeiro 16
Hangzhou 15
Montreal 15
Norwalk 15
Turku 15
Florence 14
Phoenix 14
Verona 14
Bristol 13
Manchester 13
Salt Lake City 13
Tokyo 13
Denver 12
Des Moines 12
Falls Church 12
Schio 12
Bologna 11
San Paolo di Civitate 11
Tehran 11
Warsaw 11
Atlanta 10
Brooklyn 10
Hải Dương 10
Jakarta 10
Padova 10
Baghdad 9
Belo Horizonte 9
Brasília 9
Paris 9
Vigolo Vattaro 9
Andover 8
Elk Grove Village 8
Erbil 8
Guangzhou 8
Jinan 8
Naples 8
Amsterdam 7
Frankfurt am Main 7
Kunming 7
Mexico City 7
North Bergen 7
San Francisco 7
Tampa 7
Wuhan 7
Zhengzhou 7
Campinas 6
Totale 8.639
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Nome #
Fondazioni a secco per edifici in legno 360
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 288
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 241
Constitutive modelling of viscous behaviour of soils: A case study 235
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 199
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 189
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 180
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 177
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 170
On the seismic response of shallow-buried rectangular structures 168
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 168
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 165
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 161
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 158
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 156
A micro-scale inspired chemo-mechanical model of bonded geomaterials 155
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 154
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 154
An analytical solution for the transient response of saturated linear elastic porous media 153
Seismic vulnerability of shallow buried rectangular structures 151
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 147
Chemo-mechanical modeling of artificially and naturally bonded soils 147
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 145
Analysis of dynamical effects in the formation of compaction bands 141
A kinematic hardening constitutive model for sands: the multiaxial formulation 140
Dynamical effects during compaction band formation affecting their spatial periodicity 137
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 137
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 137
A computational framework for immiscible three-phase flow in deformable porous media 133
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 132
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 129
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 128
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 128
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 127
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 126
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 125
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 122
A nonlinear viscoelastic-viscoplastic model for clay materials 121
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 119
A New Isotropic Hyper-Elasticity Model for Enhancing the Rate of Convergence of Mohr-Coulomb-Like Constitutive Models and Application to Shallow Foundations and Trapdoors 118
The effects of inertial coupling in the interpretation of dynamic soil tests 115
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 115
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 114
PFC3D simulation of a compressed steel column 113
Hierarchical critical state models. 112
Electro-Chemo-Mechanical Couplings in Soils 111
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 110
Cold compaction of ceramic powders 110
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 109
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 109
Vulnerabilità sismica di strutture interrate 109
Dynamic characterization of shallow foundations with full-scale tests 109
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 108
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 108
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 107
The influence of viscous coupling in the propagation of elastic waves in saturated soil 105
A new modelling approach for piled and other ground heat exchanger applications 105
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 104
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 103
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 103
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 101
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 101
The influence of system compliance on collapse of triaxial sand samples 101
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 101
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 101
The effects of preloading history on the undrained behaviour of saturated loose sand 100
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 99
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 98
Multiple shear band development and related instabilities in granular materials 98
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 93
On certain critical material and testing characteristics affecting shear band development in sand 93
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 92
Una verifica sperimentale degli effetti della gettiniezione 92
Dynamical effects in the formation of compaction bands 92
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 92
Hierarchical approach to critical state modelling 91
Instability phenomena in sand samples : PhD thesis 91
Numerical analysis of behaviour of shear stack under dynamic loading 90
Una verifica sperimentale degli effetti della gettiniezione 90
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 88
A New Hyper-Elastic Law for Single Yield Surface Constitutive Models for Clays 88
Anisotropy of soils: laboratory measurements and constitutive implementation 85
Stress induced elastic anisotropy and strain localization in sand 83
Combined rupture mechanisms in shallow foundations 82
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 82
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 81
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 79
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 78
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 78
Forming of advanced ceramics 77
Numerical analysis of shear stack under dynamic loading 77
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 77
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 77
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 76
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 76
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 76
Localisation in earthquake simulation experiments 74
Evaluation of three and two finite element methods for the dynamic response of saturated soils 74
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 74
A Zero-Thickness Interface Element Incorporating Hydro-Chemo-Mechanical Coupling and Rate-Dependency 74
Totale 12.072
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Categoria #
all - tutte 49.144
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.168
Totale 52.312
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202151 0 0 0 0 0 0 0 0 0 0 0 51
2021/2022890 61 155 1 49 49 35 32 122 36 78 103 169
2022/20231.188 152 125 10 183 144 183 1 88 182 20 68 32
2023/2024607 46 57 33 46 44 139 44 40 5 22 24 107
2024/20252.156 19 32 88 373 146 301 93 148 205 365 162 224
2025/20264.144 284 65 615 671 400 337 635 106 384 327 178 142
Totale 12.566