IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 4.873
EU - Europa 1.167
AS - Asia 670
SA - Sud America 8
OC - Oceania 4
Totale 6.722
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Nazione #
US - Stati Uniti d'America 4.853
IT - Italia 363
SG - Singapore 338
UA - Ucraina 264
SE - Svezia 196
CN - Cina 167
FI - Finlandia 126
TR - Turchia 76
GB - Regno Unito 75
BG - Bulgaria 40
DE - Germania 34
JO - Giordania 27
RU - Federazione Russa 21
CA - Canada 17
IR - Iran 17
HK - Hong Kong 12
FR - Francia 11
ID - Indonesia 10
CH - Svizzera 7
BR - Brasile 6
GR - Grecia 6
JP - Giappone 6
KR - Corea 6
NL - Olanda 5
AU - Australia 4
DK - Danimarca 4
RO - Romania 4
MX - Messico 3
BE - Belgio 2
CL - Cile 2
ES - Italia 2
IE - Irlanda 2
IN - India 2
IQ - Iraq 2
LK - Sri Lanka 2
PT - Portogallo 2
TH - Thailandia 2
AL - Albania 1
BD - Bangladesh 1
LI - Liechtenstein 1
PK - Pakistan 1
PL - Polonia 1
TW - Taiwan 1
Totale 6.722
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Città #
Fairfield 635
Chandler 590
Jacksonville 572
Seattle 305
Ashburn 297
Woodbridge 284
Singapore 259
Wilmington 234
Houston 221
Cambridge 184
Columbus 183
Princeton 157
Ann Arbor 146
San Mateo 111
New York 108
Izmir 74
Beijing 69
Trento 63
Dearborn 56
San Diego 43
Lawrence 40
Sofia 38
Helsinki 37
Rome 33
Boardman 32
Santa Clara 25
Milan 18
Shanghai 17
London 15
Norwalk 15
Toronto 14
Moscow 13
Falls Church 12
Schio 12
Bristol 11
Des Moines 11
Hangzhou 11
Nanjing 11
San Paolo di Civitate 11
Tehran 11
Phoenix 10
Jakarta 9
Vigolo Vattaro 9
Andover 8
Padova 8
Verona 8
Dallas 7
Central 6
Florence 6
Hefei 6
Kunming 6
Nardò 6
Costa Mesa 5
Wuhan 5
Zurich 5
Bologna 4
Düsseldorf 4
Foggia 4
Lagundo 4
Lamezia Terme 4
Los Angeles 4
Pieve Di Cadore 4
Rio De Janeiro 4
San Jose 4
Almenno San Bartolomeo 3
Altamura 3
Ascoli Piceno 3
Bari 3
Bremen 3
Castellammare di Stabia 3
Catania 3
Chengdu 3
Chiswick 3
Fuzhou 3
Jinan 3
Louisville 3
Mestre 3
North Bergen 3
Paris 3
Seongdong-gu 3
Soverato Marina 3
Taastrup 3
Turin 3
Washington 3
Acireale 2
Acton 2
Agosta 2
Alice Castello 2
Andria 2
Bagnacavallo 2
Bochum 2
Bolzano 2
Brendola 2
Bressanone 2
Caivano 2
Chicago 2
Colombo 2
Dresden 2
Dublin 2
Erbil 2
Totale 5.210
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Nome #
Fondazioni a secco per edifici in legno 154
Constitutive modelling of viscous behaviour of soils: A case study 146
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 136
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 131
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 114
On the seismic response of shallow-buried rectangular structures 109
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 108
Chemo-mechanical modeling of artificially and naturally bonded soils 108
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 108
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 102
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 100
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 100
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 99
A micro-scale inspired chemo-mechanical model of bonded geomaterials 99
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 98
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 97
Analysis of dynamical effects in the formation of compaction bands 96
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 94
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 93
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 92
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 92
Dynamical effects during compaction band formation affecting their spatial periodicity 92
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 92
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 91
An analytical solution for the transient response of saturated linear elastic porous media 90
The effects of inertial coupling in the interpretation of dynamic soil tests 87
Seismic vulnerability of shallow buried rectangular structures 87
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 86
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 84
Hierarchical critical state models. 83
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 83
A kinematic hardening constitutive model for sands: the multiaxial formulation 81
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 81
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 80
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 80
A computational framework for immiscible three-phase flow in deformable porous media 80
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 76
Electro-Chemo-Mechanical Couplings in Soils 74
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 74
The influence of viscous coupling in the propagation of elastic waves in saturated soil 73
Multiple shear band development and related instabilities in granular materials 73
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 73
The influence of system compliance on collapse of triaxial sand samples 73
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 72
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 71
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 70
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 70
The effects of preloading history on the undrained behaviour of saturated loose sand 69
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 68
On certain critical material and testing characteristics affecting shear band development in sand 68
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 68
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 67
Numerical analysis of behaviour of shear stack under dynamic loading 62
Combined rupture mechanisms in shallow foundations 61
Una verifica sperimentale degli effetti della gettiniezione 58
PFC3D simulation of a compressed steel column 57
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 54
Instability phenomena in sand samples : PhD thesis 53
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 53
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 51
Anisotropy of soils: laboratory measurements and constitutive implementation 51
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 51
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 50
A nonlinear viscoelastic-viscoplastic model for clay materials 50
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 50
Dynamic characterization of shallow foundations with full-scale tests 50
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 49
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 49
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 49
Forming of advanced ceramics 48
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 47
Numerical analysis of shear stack under dynamic loading 47
Dynamical effects in the formation of compaction bands 47
Cold compaction of ceramic powders 47
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 47
Una verifica sperimentale degli effetti della gettiniezione 46
Vulnerabilità sismica di strutture interrate 46
A new modelling approach for piled and other ground heat exchanger applications 46
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 46
Influence of Pore Pressure on Natural Frequency Wandering of Structures under Earthquake Conditions 46
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 46
Localisation in earthquake simulation experiments 44
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 43
Evaluation of three and two finite element methods for the dynamic response of saturated soils 43
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 42
Forming of advanced cermaics 42
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 41
Observed failures of laboratory sand samples and constitutive modelling 39
Stress induced elastic anisotropy and strain localization in sand 39
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 38
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 38
Hierarchical approach to critical state modelling 35
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 35
Experimental analysis of the effects of fluid-solid couplings on the velocity of elastic waves in saturated porous media 35
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 33
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 33
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 32
Electro-chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of swelling clays 30
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 27
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 27
Totale 6.845
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Categoria #
all - tutte 30.446
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.025
Totale 32.471
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20201.048 0 0 0 0 180 113 207 120 191 85 60 92
2020/2021995 74 113 55 118 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
2024/2025622 19 32 88 373 110 0 0 0 0 0 0 0
Totale 6.888