IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 7.207
AS - Asia 2.586
EU - Europa 2.451
SA - Sud America 427
Continente sconosciuto - Info sul continente non disponibili 186
AF - Africa 55
OC - Oceania 8
Totale 12.920
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Nazione #
US - Stati Uniti d'America 7.101
SG - Singapore 1.162
IT - Italia 717
CN - Cina 489
VN - Vietnam 358
BR - Brasile 356
RU - Federazione Russa 310
UA - Ucraina 270
FI - Finlandia 215
SE - Svezia 206
DE - Germania 200
GB - Regno Unito 145
KR - Corea 112
FR - Francia 110
LV - Lettonia 106
TR - Turchia 86
BD - Bangladesh 68
CA - Canada 64
HK - Hong Kong 50
IN - India 49
BG - Bulgaria 42
NL - Olanda 36
IQ - Iraq 31
JO - Giordania 30
ID - Indonesia 26
MX - Messico 25
AR - Argentina 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
CL - Cile 9
GR - Grecia 9
CH - Svizzera 8
CO - Colombia 8
MA - Marocco 8
PH - Filippine 8
TH - Thailandia 8
VE - Venezuela 8
AU - Australia 7
EC - Ecuador 7
PE - Perù 7
AT - Austria 6
IE - Irlanda 6
LT - Lituania 6
MY - Malesia 6
PY - Paraguay 6
TW - Taiwan 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
NP - Nepal 5
PS - Palestinian Territory 5
RO - Romania 5
DK - Danimarca 4
DZ - Algeria 4
JM - Giamaica 4
TN - Tunisia 4
BE - Belgio 3
BH - Bahrain 3
CR - Costa Rica 3
IL - Israele 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
DO - Repubblica Dominicana 1
EE - Estonia 1
GA - Gabon 1
HU - Ungheria 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
SC - Seychelles 1
Totale 12.730
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Città #
Singapore 720
Fairfield 635
Ashburn 630
Chandler 592
Jacksonville 573
Dallas 319
San Jose 313
Seattle 310
Woodbridge 284
Santa Clara 262
Columbus 260
Wilmington 237
Houston 236
Cambridge 187
New York 159
Princeton 157
Munich 152
Ann Arbor 146
Council Bluffs 146
Moscow 141
Ho Chi Minh City 126
San Mateo 111
Beijing 106
Riga 106
Los Angeles 103
Seoul 103
Helsinki 99
Trento 87
Lauterbourg 84
The Dalles 84
Rome 81
Hanoi 80
Izmir 74
Milan 58
Dearborn 56
Buffalo 48
Orem 44
San Diego 44
Boardman 40
Lawrence 40
Sofia 38
São Paulo 36
Hong Kong 33
Chicago 30
Redondo Beach 29
London 28
Da Nang 27
Toronto 26
Turin 26
Hefei 25
Haiphong 22
Chennai 20
Shanghai 20
Nanjing 18
Rio de Janeiro 16
Hangzhou 15
Montreal 15
Norwalk 15
Phoenix 15
Turku 15
Florence 14
Salt Lake City 14
Verona 14
Bristol 13
Des Moines 13
Manchester 13
Tokyo 13
Denver 12
Falls Church 12
Schio 12
Warsaw 12
Atlanta 11
Bologna 11
San Paolo di Civitate 11
Tehran 11
Brooklyn 10
Hải Dương 10
Jakarta 10
Naples 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
Mexico City 8
Amsterdam 7
Frankfurt am Main 7
Kunming 7
North Bergen 7
San Francisco 7
Tampa 7
Wuhan 7
Zhengzhou 7
Campinas 6
Totale 8.893
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Nome #
Fondazioni a secco per edifici in legno 416
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 293
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 246
Constitutive modelling of viscous behaviour of soils: A case study 240
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 204
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 192
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 184
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 179
On the seismic response of shallow-buried rectangular structures 171
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 171
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 169
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 168
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 163
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 160
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 160
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 158
A micro-scale inspired chemo-mechanical model of bonded geomaterials 158
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 156
An analytical solution for the transient response of saturated linear elastic porous media 155
Seismic vulnerability of shallow buried rectangular structures 153
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 149
Chemo-mechanical modeling of artificially and naturally bonded soils 148
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 148
Analysis of dynamical effects in the formation of compaction bands 144
A kinematic hardening constitutive model for sands: the multiaxial formulation 142
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 142
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 140
Dynamical effects during compaction band formation affecting their spatial periodicity 139
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 134
A computational framework for immiscible three-phase flow in deformable porous media 134
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 133
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 132
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 130
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 130
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 128
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 127
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 126
A nonlinear viscoelastic-viscoplastic model for clay materials 124
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 121
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 119
The effects of inertial coupling in the interpretation of dynamic soil tests 118
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 117
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 117
PFC3D simulation of a compressed steel column 116
Hierarchical critical state models. 114
Electro-Chemo-Mechanical Couplings in Soils 114
Cold compaction of ceramic powders 114
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 114
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 112
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 112
Vulnerabilità sismica di strutture interrate 112
Dynamic characterization of shallow foundations with full-scale tests 112
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 111
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 111
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 110
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 110
A new modelling approach for piled and other ground heat exchanger applications 109
The influence of viscous coupling in the propagation of elastic waves in saturated soil 108
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 108
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 106
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 104
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 103
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 103
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 102
Multiple shear band development and related instabilities in granular materials 102
The effects of preloading history on the undrained behaviour of saturated loose sand 102
The influence of system compliance on collapse of triaxial sand samples 102
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 100
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 100
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 97
Dynamical effects in the formation of compaction bands 96
Una verifica sperimentale degli effetti della gettiniezione 95
Numerical analysis of behaviour of shear stack under dynamic loading 95
On certain critical material and testing characteristics affecting shear band development in sand 95
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 95
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 94
Instability phenomena in sand samples : PhD thesis 94
Una verifica sperimentale degli effetti della gettiniezione 93
A New Hyper-Elastic Law for Single Yield Surface Constitutive Models for Clays 92
Hierarchical approach to critical state modelling 92
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 91
Anisotropy of soils: laboratory measurements and constitutive implementation 87
Stress induced elastic anisotropy and strain localization in sand 85
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 85
Combined rupture mechanisms in shallow foundations 83
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 82
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 82
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 81
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 80
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 80
Forming of advanced ceramics 79
Numerical analysis of shear stack under dynamic loading 79
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 79
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 79
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 78
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 78
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 78
Localisation in earthquake simulation experiments 77
Evaluation of three and two finite element methods for the dynamic response of saturated soils 76
A Zero-Thickness Interface Element Incorporating Hydro-Chemo-Mechanical Coupling and Rate-Dependency 74
Totale 12.400
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Categoria #
all - tutte 51.354
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.295
Totale 54.649
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022829 0 155 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
2025/20264.159 284 65 615 671 400 337 635 106 384 327 178 157
2026/2027339 113 226 0 0 0 0 0 0 0 0 0 0
Totale 12.920