IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 7.461
AS - Asia 2.609
EU - Europa 2.469
SA - Sud America 450
Continente sconosciuto - Info sul continente non disponibili 186
AF - Africa 56
OC - Oceania 8
Totale 13.239
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Nazione #
US - Stati Uniti d'America 7.348
SG - Singapore 1.163
IT - Italia 728
CN - Cina 489
BR - Brasile 363
VN - Vietnam 359
RU - Federazione Russa 310
UA - Ucraina 270
FI - Finlandia 215
SE - Svezia 207
DE - Germania 201
GB - Regno Unito 148
KR - Corea 112
FR - Francia 110
LV - Lettonia 106
TR - Turchia 87
BD - Bangladesh 72
CA - Canada 65
HK - Hong Kong 50
IN - India 49
BG - Bulgaria 42
NL - Olanda 36
IQ - Iraq 31
JO - Giordania 30
ID - Indonesia 28
MX - Messico 26
AR - Argentina 24
JP - Giappone 19
IR - Iran 18
CO - Colombia 17
ES - Italia 17
PL - Polonia 15
TH - Thailandia 13
EG - Egitto 12
PK - Pakistan 12
SA - Arabia Saudita 12
ZA - Sudafrica 11
EC - Ecuador 10
PH - Filippine 10
CL - Cile 9
GR - Grecia 9
VE - Venezuela 9
CH - Svizzera 8
JM - Giamaica 8
MA - Marocco 8
MY - Malesia 8
AU - Australia 7
IE - Irlanda 7
PE - Perù 7
AT - Austria 6
LT - Lituania 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
CR - Costa Rica 4
DK - Danimarca 4
DZ - Algeria 4
TN - Tunisia 4
BE - Belgio 3
BH - Bahrain 3
IL - Israele 3
KE - Kenya 3
KZ - Kazakistan 3
NO - Norvegia 3
SN - Senegal 3
BO - Bolivia 2
ET - Etiopia 2
HN - Honduras 2
LK - Sri Lanka 2
NG - Nigeria 2
PA - Panama 2
PT - Portogallo 2
RS - Serbia 2
SY - Repubblica araba siriana 2
UY - Uruguay 2
AM - Armenia 1
AO - Angola 1
AZ - Azerbaigian 1
BN - Brunei Darussalam 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
GE - Georgia 1
HU - Ungheria 1
KG - Kirghizistan 1
LI - Liechtenstein 1
MD - Moldavia 1
MM - Myanmar 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
Totale 13.047
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Città #
Singapore 721
Fairfield 635
Ashburn 633
Chandler 592
Jacksonville 573
San Jose 368
Dallas 322
Seattle 311
Woodbridge 284
Santa Clara 272
Columbus 260
Houston 237
Wilmington 237
Cambridge 187
New York 162
Princeton 157
Munich 152
Ann Arbor 146
Council Bluffs 146
Moscow 141
Ho Chi Minh City 126
San Mateo 111
Los Angeles 107
Beijing 106
Riga 106
Seoul 103
Helsinki 99
Trento 88
Rome 87
Lauterbourg 84
The Dalles 84
Hanoi 80
Izmir 74
Phoenix 73
Milan 58
Dearborn 56
Buffalo 48
Orem 44
San Diego 44
Boardman 40
Lawrence 40
Sofia 38
São Paulo 37
Chicago 35
Hong Kong 33
London 29
Redondo Beach 29
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
Turku 15
Florence 14
Salt Lake City 14
Verona 14
Bristol 13
Denver 13
Des Moines 13
Manchester 13
Tokyo 13
Brooklyn 12
Falls Church 12
Schio 12
Warsaw 12
Atlanta 11
Bologna 11
Naples 11
San Paolo di Civitate 11
Tehran 11
Hải Dương 10
Jakarta 10
Padova 10
San Francisco 10
Baghdad 9
Bangkok 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
Tampa 7
Wuhan 7
Zhengzhou 7
Totale 9.056
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Nome #
Fondazioni a secco per edifici in legno 422
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 294
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 254
Constitutive modelling of viscous behaviour of soils: A case study 242
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 208
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 193
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 187
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 180
On the seismic response of shallow-buried rectangular structures 174
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 172
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 171
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 169
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 164
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 163
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 162
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 162
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 159
An analytical solution for the transient response of saturated linear elastic porous media 158
A micro-scale inspired chemo-mechanical model of bonded geomaterials 158
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 154
Seismic vulnerability of shallow buried rectangular structures 153
Chemo-mechanical modeling of artificially and naturally bonded soils 149
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 149
Analysis of dynamical effects in the formation of compaction bands 145
A kinematic hardening constitutive model for sands: the multiaxial formulation 143
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 143
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 142
Dynamical effects during compaction band formation affecting their spatial periodicity 141
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 136
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 136
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 136
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 135
A computational framework for immiscible three-phase flow in deformable porous media 135
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 132
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 132
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 130
A nonlinear viscoelastic-viscoplastic model for clay materials 129
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 129
The effects of inertial coupling in the interpretation of dynamic soil tests 123
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 123
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 121
PFC3D simulation of a compressed steel column 120
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 120
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 118
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 118
Electro-Chemo-Mechanical Couplings in Soils 117
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 117
Cold compaction of ceramic powders 117
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 117
Hierarchical critical state models. 116
Vulnerabilità sismica di strutture interrate 116
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 115
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 115
Dynamic characterization of shallow foundations with full-scale tests 113
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 112
The influence of viscous coupling in the propagation of elastic waves in saturated soil 112
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 112
A new modelling approach for piled and other ground heat exchanger applications 110
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 110
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 109
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 108
The effects of preloading history on the undrained behaviour of saturated loose sand 107
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 106
Multiple shear band development and related instabilities in granular materials 106
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 105
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 104
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 103
The influence of system compliance on collapse of triaxial sand samples 103
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 101
Hierarchical approach to critical state modelling 100
Una verifica sperimentale degli effetti della gettiniezione 100
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 100
Dynamical effects in the formation of compaction bands 99
On certain critical material and testing characteristics affecting shear band development in sand 98
Numerical analysis of behaviour of shear stack under dynamic loading 97
Una verifica sperimentale degli effetti della gettiniezione 97
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 97
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 96
Instability phenomena in sand samples : PhD thesis 96
Anisotropy of soils: laboratory measurements and constitutive implementation 94
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 93
A New Hyper-Elastic Law for Single Yield Surface Constitutive Models for Clays 93
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 88
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 87
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 87
Stress induced elastic anisotropy and strain localization in sand 86
Localisation in earthquake simulation experiments 85
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 84
Combined rupture mechanisms in shallow foundations 84
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 83
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 83
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 83
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 83
Forming of advanced ceramics 82
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 82
Evaluation of three and two finite element methods for the dynamic response of saturated soils 81
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 81
Numerical analysis of shear stack under dynamic loading 80
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 80
A Zero-Thickness Interface Element Incorporating Hydro-Chemo-Mechanical Coupling and Rate-Dependency 77
Totale 12.691
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Categoria #
all - tutte 52.199
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.342
Totale 55.541
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022674 0 0 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
2026/2027658 113 237 308 0 0 0 0 0 0 0 0 0
Totale 13.239