IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 8.389
AS - Asia 2.632
EU - Europa 2.568
SA - Sud America 473
Continente sconosciuto - Info sul continente non disponibili 188
AF - Africa 63
OC - Oceania 8
Totale 14.321
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Nazione #
US - Stati Uniti d'America 8.206
SG - Singapore 1.166
IT - Italia 772
CN - Cina 492
BR - Brasile 382
VN - Vietnam 359
RU - Federazione Russa 328
UA - Ucraina 272
FI - Finlandia 215
SE - Svezia 208
DE - Germania 204
GB - Regno Unito 159
FR - Francia 113
KR - Corea 112
CA - Canada 106
LV - Lettonia 106
TR - Turchia 87
BD - Bangladesh 73
HK - Hong Kong 50
IN - India 49
BG - Bulgaria 42
NL - Olanda 40
IQ - Iraq 31
JO - Giordania 30
ID - Indonesia 28
MX - Messico 26
AR - Argentina 25
ES - Italia 20
JP - Giappone 19
CO - Colombia 18
IL - Israele 18
IR - Iran 18
PL - Polonia 17
TH - Thailandia 13
EG - Egitto 12
PK - Pakistan 12
SA - Arabia Saudita 12
EC - Ecuador 11
JM - Giamaica 11
ZA - Sudafrica 11
PH - Filippine 10
CL - Cile 9
GR - Grecia 9
MY - Malesia 9
VE - Venezuela 9
CH - Svizzera 8
CR - Costa Rica 8
GT - Guatemala 8
IE - Irlanda 8
MA - Marocco 8
SC - Seychelles 8
AU - Australia 7
PE - Perù 7
RO - Romania 7
AT - Austria 6
LT - Lituania 6
PY - Paraguay 6
TW - Taiwan 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
AL - Albania 5
DK - Danimarca 5
EE - Estonia 5
NP - Nepal 5
PS - Palestinian Territory 5
TT - Trinidad e Tobago 5
DZ - Algeria 4
HN - Honduras 4
SV - El Salvador 4
TN - Tunisia 4
BE - Belgio 3
BH - Bahrain 3
KE - Kenya 3
KZ - Kazakistan 3
NO - Norvegia 3
SN - Senegal 3
UY - Uruguay 3
BO - Bolivia 2
CW - ???statistics.table.value.countryCode.CW??? 2
ET - Etiopia 2
GP - Guadalupe 2
LK - Sri Lanka 2
NG - Nigeria 2
NI - Nicaragua 2
PA - Panama 2
PR - Porto Rico 2
PT - Portogallo 2
RS - Serbia 2
SY - Repubblica araba siriana 2
AM - Armenia 1
AO - Angola 1
AW - Aruba 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
Totale 14.125
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Città #
Ashburn 765
Singapore 722
Fairfield 636
Chandler 592
Jacksonville 575
San Jose 420
Dallas 324
Seattle 312
Woodbridge 284
Santa Clara 282
Council Bluffs 271
Columbus 260
Houston 239
Wilmington 237
Cambridge 187
New York 166
Princeton 157
Munich 152
Ann Arbor 146
Moscow 141
Ho Chi Minh City 126
Los Angeles 111
San Mateo 111
Beijing 106
Riga 106
Seoul 103
Helsinki 99
Rome 93
Trento 88
Lauterbourg 84
The Dalles 84
Hanoi 80
Phoenix 76
Izmir 74
Milan 63
Dearborn 56
Buffalo 50
São Paulo 46
Orem 44
San Diego 44
Boardman 40
Lawrence 40
Sofia 38
Chicago 36
Hong Kong 33
London 31
Redondo Beach 29
Toronto 29
North Bergen 28
Da Nang 27
Elk Grove Village 26
Turin 26
Hefei 25
Haiphong 22
Chennai 20
Shanghai 20
Atlanta 18
Montreal 18
Nanjing 18
Rio de Janeiro 16
Brooklyn 15
Florence 15
Hangzhou 15
Naples 15
Norwalk 15
Salt Lake City 15
Turku 15
Denver 14
Des Moines 14
Manchester 14
Verona 14
Bristol 13
Tokyo 13
Bologna 12
Falls Church 12
San Francisco 12
Schio 12
Warsaw 12
Paris 11
San Paolo di Civitate 11
Tehran 11
Washington 11
Brasília 10
Hải Dương 10
Jakarta 10
Padova 10
Queens 10
Agrolândia 9
Baghdad 9
Bangkok 9
Belo Horizonte 9
Tampa 9
Vigolo Vattaro 9
Amsterdam 8
Andover 8
Erbil 8
Guangzhou 8
Jinan 8
Kingston 8
Mexico City 8
Totale 9.503
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Nome #
Fondazioni a secco per edifici in legno 453
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 304
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 267
Constitutive modelling of viscous behaviour of soils: A case study 261
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 223
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 203
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 197
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 189
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 189
On the seismic response of shallow-buried rectangular structures 183
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 183
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 180
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 176
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 174
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 172
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 170
A micro-scale inspired chemo-mechanical model of bonded geomaterials 169
An analytical solution for the transient response of saturated linear elastic porous media 167
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 166
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 163
Seismic vulnerability of shallow buried rectangular structures 159
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 157
Chemo-mechanical modeling of artificially and naturally bonded soils 156
A kinematic hardening constitutive model for sands: the multiaxial formulation 153
Dynamical effects during compaction band formation affecting their spatial periodicity 152
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 152
Analysis of dynamical effects in the formation of compaction bands 151
A nonlinear viscoelastic-viscoplastic model for clay materials 150
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 150
A computational framework for immiscible three-phase flow in deformable porous media 147
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 146
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 146
PFC3D simulation of a compressed steel column 146
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 141
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 141
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 140
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 140
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 140
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 140
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 138
The effects of inertial coupling in the interpretation of dynamic soil tests 135
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 133
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 132
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 128
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 128
Cold compaction of ceramic powders 127
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 127
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 126
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 125
Numerical Analysis of Tunnel Face Stability in Non-Cohesive Materials with an Innovative Constitutive Model 123
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 123
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 122
Hierarchical critical state models. 122
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 122
Dynamic characterization of shallow foundations with full-scale tests 122
Electro-Chemo-Mechanical Couplings in Soils 121
Vulnerabilità sismica di strutture interrate 121
The influence of viscous coupling in the propagation of elastic waves in saturated soil 119
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 119
A new modelling approach for piled and other ground heat exchanger applications 118
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 117
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 116
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 115
Multiple shear band development and related instabilities in granular materials 115
Combined Rupture Mechanism of Shallow Foundations under Drained Conditions 114
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 114
The effects of preloading history on the undrained behaviour of saturated loose sand 113
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 111
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 111
Dynamical effects in the formation of compaction bands 110
On certain critical material and testing characteristics affecting shear band development in sand 110
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 110
The influence of system compliance on collapse of triaxial sand samples 110
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 110
Numerical analysis of behaviour of shear stack under dynamic loading 107
Una verifica sperimentale degli effetti della gettiniezione 107
A New Hyper-Elastic Law for Single Yield Surface Constitutive Models for Clays 106
Una verifica sperimentale degli effetti della gettiniezione 106
Instability phenomena in sand samples : PhD thesis 105
Hierarchical approach to critical state modelling 103
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 102
Anisotropy of soils: laboratory measurements and constitutive implementation 101
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 97
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 94
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 93
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 92
Stress induced elastic anisotropy and strain localization in sand 92
Numerical modelling of the effects of foundation scour on the response of a bridge pier 91
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 91
A Zero-Thickness Interface Element Incorporating Hydro-Chemo-Mechanical Coupling and Rate-Dependency 91
Evaluation of three and two finite element methods for the dynamic response of saturated soils 90
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 90
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 89
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 89
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 88
Numerical analysis of shear stack under dynamic loading 88
Localisation in earthquake simulation experiments 88
Combined rupture mechanisms in shallow foundations 88
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 86
Forming of advanced ceramics 85
Totale 13.662
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Categoria #
all - tutte 55.619
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.558
Totale 59.177
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022624 0 0 0 0 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
2026/20271.740 113 237 576 678 136 0 0 0 0 0 0 0
Totale 14.321