IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 6.126
EU - Europa 2.041
AS - Asia 1.759
SA - Sud America 370
AF - Africa 27
OC - Oceania 7
Totale 10.330
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Nazione #
US - Stati Uniti d'America 6.066
SG - Singapore 962
IT - Italia 508
CN - Cina 431
BR - Brasile 318
RU - Federazione Russa 310
UA - Ucraina 268
FI - Finlandia 200
SE - Svezia 200
DE - Germania 189
GB - Regno Unito 118
LV - Lettonia 105
VN - Vietnam 80
TR - Turchia 79
BG - Bulgaria 41
CA - Canada 38
HK - Hong Kong 34
JO - Giordania 28
NL - Olanda 22
BD - Bangladesh 20
AR - Argentina 19
ID - Indonesia 19
IN - India 18
IR - Iran 18
MX - Messico 17
FR - Francia 15
JP - Giappone 13
KR - Corea 10
ES - Italia 9
IQ - Iraq 9
CH - Svizzera 8
EG - Egitto 8
GR - Grecia 7
PL - Polonia 7
VE - Venezuela 7
ZA - Sudafrica 7
AU - Australia 6
EC - Ecuador 6
AT - Austria 5
CO - Colombia 5
PK - Pakistan 5
RO - Romania 5
TW - Taiwan 5
CL - Cile 4
DK - Danimarca 4
MY - Malesia 4
PE - Perù 4
PY - Paraguay 4
SA - Arabia Saudita 4
AL - Albania 3
BE - Belgio 3
MA - Marocco 3
NO - Norvegia 3
PH - Filippine 3
PS - Palestinian Territory 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
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
CR - Costa Rica 1
EE - Estonia 1
KE - Kenya 1
KZ - Kazakistan 1
LI - Liechtenstein 1
MD - Moldavia 1
MM - Myanmar 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 10.330
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Città #
Fairfield 635
Singapore 605
Chandler 590
Jacksonville 572
Ashburn 504
Dallas 311
Seattle 308
Woodbridge 284
Santa Clara 244
Wilmington 237
Houston 225
Cambridge 187
Columbus 185
Princeton 157
Munich 152
Ann Arbor 146
Moscow 141
New York 135
San Mateo 111
Riga 105
Beijing 99
Helsinki 84
Trento 76
Izmir 74
Los Angeles 68
Dearborn 56
Rome 49
Buffalo 43
San Diego 43
Lawrence 40
Ho Chi Minh City 38
Sofia 38
Boardman 33
Milan 32
São Paulo 30
Redondo Beach 29
The Dalles 28
Chicago 25
Council Bluffs 25
Hefei 25
Hong Kong 21
London 21
Toronto 21
Shanghai 19
Hanoi 18
Nanjing 18
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
Brooklyn 10
Padova 10
Jakarta 9
Salt Lake City 9
Verona 9
Vigolo Vattaro 9
Andover 8
Brasília 8
Jinan 8
Atlanta 7
Belo Horizonte 7
Elk Grove Village 7
Kunming 7
Manchester 7
Naples 7
North Bergen 7
Tampa 7
Tokyo 7
Zhengzhou 7
Bologna 6
Campinas 6
Central 6
Denver 6
Jyväskylä 6
Mexico City 6
Montreal 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
Ottawa 5
Shenyang 5
Warsaw 5
Totale 7.319
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Nome #
Fondazioni a secco per edifici in legno 272
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 262
Constitutive modelling of viscous behaviour of soils: A case study 189
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 188
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 167
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 167
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 156
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 151
On the seismic response of shallow-buried rectangular structures 150
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 146
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 142
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 141
A micro-scale inspired chemo-mechanical model of bonded geomaterials 141
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 139
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 139
Seismic vulnerability of shallow buried rectangular structures 132
An analytical solution for the transient response of saturated linear elastic porous media 131
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 131
Chemo-mechanical modeling of artificially and naturally bonded soils 131
Analysis of dynamical effects in the formation of compaction bands 129
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 128
A kinematic hardening constitutive model for sands: the multiaxial formulation 125
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 125
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 125
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 123
Dynamical effects during compaction band formation affecting their spatial periodicity 118
A computational framework for immiscible three-phase flow in deformable porous media 117
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 116
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 113
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 113
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 112
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 108
The effects of inertial coupling in the interpretation of dynamic soil tests 106
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 106
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 104
Hierarchical critical state models. 103
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 102
A nonlinear viscoelastic-viscoplastic model for clay materials 101
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 99
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 99
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 99
Cold compaction of ceramic powders 97
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 97
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 96
The influence of viscous coupling in the propagation of elastic waves in saturated soil 96
PFC3D simulation of a compressed steel column 95
Electro-Chemo-Mechanical Couplings in Soils 94
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 94
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 93
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 92
The influence of system compliance on collapse of triaxial sand samples 92
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 92
Multiple shear band development and related instabilities in granular materials 91
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 90
Dynamic characterization of shallow foundations with full-scale tests 90
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 90
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 89
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 89
The effects of preloading history on the undrained behaviour of saturated loose sand 88
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 88
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 88
On certain critical material and testing characteristics affecting shear band development in sand 86
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 85
A new modelling approach for piled and other ground heat exchanger applications 85
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 84
Vulnerabilità sismica di strutture interrate 84
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 84
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 84
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 80
Instability phenomena in sand samples : PhD thesis 80
Hierarchical approach to critical state modelling 79
Numerical analysis of behaviour of shear stack under dynamic loading 79
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 77
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 77
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 76
Una verifica sperimentale degli effetti della gettiniezione 76
Una verifica sperimentale degli effetti della gettiniezione 76
Combined rupture mechanisms in shallow foundations 76
Dynamical effects in the formation of compaction bands 74
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 73
Anisotropy of soils: laboratory measurements and constitutive implementation 72
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 71
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 69
Forming of advanced ceramics 69
Numerical analysis of shear stack under dynamic loading 68
Stress induced elastic anisotropy and strain localization in sand 68
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 66
Localisation in earthquake simulation experiments 66
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 66
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 65
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 64
Evaluation of three and two finite element methods for the dynamic response of saturated soils 64
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 62
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 61
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 60
Forming of advanced cermaics 60
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 59
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 53
Totale 10.183
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Categoria #
all - tutte 43.084
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.811
Totale 45.895
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021552 0 0 0 0 0 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
2025/20262.089 284 65 615 671 400 54 0 0 0 0 0 0
Totale 10.511