IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 6.036
EU - Europa 2.012
AS - Asia 1.652
SA - Sud America 359
AF - Africa 27
OC - Oceania 7
Totale 10.093
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Nazione #
US - Stati Uniti d'America 5.983
SG - Singapore 883
IT - Italia 505
CN - Cina 410
BR - Brasile 310
RU - Federazione Russa 310
UA - Ucraina 268
FI - Finlandia 200
SE - Svezia 199
DE - Germania 188
GB - Regno Unito 115
LV - Lettonia 86
TR - Turchia 79
VN - Vietnam 78
BG - Bulgaria 41
CA - Canada 35
HK - Hong Kong 34
JO - Giordania 28
NL - Olanda 21
ID - Indonesia 19
AR - Argentina 18
BD - Bangladesh 18
IN - India 18
IR - Iran 18
FR - Francia 15
MX - Messico 14
JP - Giappone 13
KR - Corea 10
ES - Italia 9
IQ - Iraq 9
CH - Svizzera 8
EG - Egitto 8
GR - Grecia 7
PL - Polonia 7
ZA - Sudafrica 7
AU - Australia 6
EC - Ecuador 6
VE - Venezuela 6
CO - Colombia 5
PK - Pakistan 5
RO - Romania 5
TW - Taiwan 5
AT - Austria 4
CL - Cile 4
DK - Danimarca 4
MY - Malesia 4
PE - Perù 4
AL - Albania 3
BE - Belgio 3
MA - Marocco 3
NO - Norvegia 3
PH - Filippine 3
PS - Palestinian Territory 3
PY - Paraguay 3
BH - Bahrain 2
ET - Etiopia 2
IE - Irlanda 2
IL - Israele 2
LK - Sri Lanka 2
LT - Lituania 2
PA - Panama 2
PT - Portogallo 2
RS - Serbia 2
SA - Arabia Saudita 2
TH - Thailandia 2
TN - Tunisia 2
AE - Emirati Arabi Uniti 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BW - Botswana 1
CI - Costa d'Avorio 1
EE - Estonia 1
KE - Kenya 1
KZ - Kazakistan 1
LI - Liechtenstein 1
MD - Moldavia 1
NG - Nigeria 1
NP - Nepal 1
NZ - Nuova Zelanda 1
SN - Senegal 1
SR - Suriname 1
SV - El Salvador 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
UZ - Uzbekistan 1
Totale 10.093
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Città #
Fairfield 635
Chandler 590
Jacksonville 572
Singapore 526
Ashburn 477
Dallas 311
Seattle 308
Woodbridge 284
Santa Clara 243
Wilmington 237
Houston 224
Cambridge 187
Columbus 185
Princeton 157
Munich 152
Ann Arbor 146
Moscow 141
New York 133
San Mateo 111
Beijing 99
Riga 86
Helsinki 84
Trento 76
Izmir 74
Los Angeles 65
Dearborn 56
Rome 47
San Diego 43
Buffalo 41
Lawrence 40
Ho Chi Minh City 38
Sofia 38
Boardman 33
Milan 31
Redondo Beach 29
São Paulo 29
Council Bluffs 25
Hefei 25
Chicago 24
Hong Kong 21
London 21
Toronto 20
Nanjing 18
Shanghai 18
Hanoi 17
Hangzhou 15
Norwalk 15
Rio de Janeiro 15
Turku 15
Bristol 13
Florence 13
Falls Church 12
Phoenix 12
Schio 12
Des Moines 11
San Paolo di Civitate 11
Tehran 11
Padova 10
Brooklyn 9
Jakarta 9
Salt Lake City 9
Verona 9
Vigolo Vattaro 9
Andover 8
Jinan 8
Belo Horizonte 7
Brasília 7
Elk Grove Village 7
Kunming 7
Naples 7
North Bergen 7
Tampa 7
Tokyo 7
Zhengzhou 7
Atlanta 6
Bologna 6
Campinas 6
Central 6
Jyväskylä 6
Nardò 6
San Francisco 6
Sohag 6
Turin 6
Wuhan 6
Changsha 5
Chengdu 5
Chennai 5
Costa Mesa 5
Curitiba 5
Erbil 5
Guangzhou 5
Lappeenranta 5
Manchester 5
Ottawa 5
Warsaw 5
Zurich 5
Cuiabá 4
Denver 4
Düsseldorf 4
Foggia 4
Totale 7.142
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Nome #
Fondazioni a secco per edifici in legno 270
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 259
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 186
Constitutive modelling of viscous behaviour of soils: A case study 185
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 165
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 163
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 154
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 150
On the seismic response of shallow-buried rectangular structures 147
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 144
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 140
A micro-scale inspired chemo-mechanical model of bonded geomaterials 140
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 139
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 136
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 136
An analytical solution for the transient response of saturated linear elastic porous media 130
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 130
Chemo-mechanical modeling of artificially and naturally bonded soils 129
Seismic vulnerability of shallow buried rectangular structures 127
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 126
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 123
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 123
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 123
A kinematic hardening constitutive model for sands: the multiaxial formulation 122
Analysis of dynamical effects in the formation of compaction bands 120
A computational framework for immiscible three-phase flow in deformable porous media 115
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 114
Dynamical effects during compaction band formation affecting their spatial periodicity 113
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 112
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 111
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 111
The effects of inertial coupling in the interpretation of dynamic soil tests 105
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 105
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 104
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 103
Hierarchical critical state models. 101
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 100
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 99
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 97
A nonlinear viscoelastic-viscoplastic model for clay materials 96
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 96
The influence of viscous coupling in the propagation of elastic waves in saturated soil 95
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 95
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 94
Electro-Chemo-Mechanical Couplings in Soils 93
Cold compaction of ceramic powders 93
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 92
PFC3D simulation of a compressed steel column 91
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 90
Multiple shear band development and related instabilities in granular materials 90
The influence of system compliance on collapse of triaxial sand samples 90
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 90
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 90
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 89
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 89
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 88
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 87
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 85
The effects of preloading history on the undrained behaviour of saturated loose sand 85
On certain critical material and testing characteristics affecting shear band development in sand 84
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 84
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 84
A new modelling approach for piled and other ground heat exchanger applications 83
Dynamic characterization of shallow foundations with full-scale tests 83
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 82
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 82
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 81
Vulnerabilità sismica di strutture interrate 80
Numerical analysis of behaviour of shear stack under dynamic loading 78
Instability phenomena in sand samples : PhD thesis 77
Combined rupture mechanisms in shallow foundations 76
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 75
Una verifica sperimentale degli effetti della gettiniezione 75
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 74
Una verifica sperimentale degli effetti della gettiniezione 74
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 73
Hierarchical approach to critical state modelling 72
Dynamical effects in the formation of compaction bands 72
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 72
Anisotropy of soils: laboratory measurements and constitutive implementation 70
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 69
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 69
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 68
Numerical analysis of shear stack under dynamic loading 67
Localisation in earthquake simulation experiments 66
Stress induced elastic anisotropy and strain localization in sand 66
Forming of advanced ceramics 65
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 65
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 65
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 64
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 63
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 63
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 61
Evaluation of three and two finite element methods for the dynamic response of saturated soils 61
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 61
Forming of advanced cermaics 59
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 58
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 58
Observed failures of laboratory sand samples and constitutive modelling 53
Experimental analysis of the effects of fluid-solid couplings on the velocity of elastic waves in saturated porous media 52
Totale 9.959
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Categoria #
all - tutte 42.427
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.761
Totale 45.188
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021635 0 0 0 0 83 89 95 53 93 59 112 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
2025/20261.852 284 65 615 671 217 0 0 0 0 0 0 0
Totale 10.274