IRIS
Gajo, Alessandro
 Distribuzione geografica
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Continente #
NA - Nord America 4.594
EU - Europa 1.058
AS - Asia 312
SA - Sud America 7
OC - Oceania 4
Totale 5.975
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Nazione #
US - Stati Uniti d'America 4.574
IT - Italia 283
UA - Ucraina 263
SE - Svezia 196
CN - Cina 157
FI - Finlandia 122
TR - Turchia 76
GB - Regno Unito 74
BG - Bulgaria 39
DE - Germania 31
JO - Giordania 27
CA - Canada 17
SG - Singapore 17
IR - Iran 14
FR - Francia 11
RU - Federazione Russa 8
CH - Svizzera 7
BR - Brasile 6
GR - Grecia 6
HK - Hong Kong 6
JP - Giappone 5
AU - Australia 4
DK - Danimarca 4
RO - Romania 4
KR - Corea 3
MX - Messico 3
BE - Belgio 2
ES - Italia 2
IN - India 2
TH - Thailandia 2
AL - Albania 1
BD - Bangladesh 1
CL - Cile 1
IE - Irlanda 1
LI - Liechtenstein 1
LK - Sri Lanka 1
NL - Olanda 1
PL - Polonia 1
PT - Portogallo 1
TW - Taiwan 1
Totale 5.975
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Città #
Fairfield 635
Chandler 590
Jacksonville 572
Seattle 305
Ashburn 297
Woodbridge 284
Wilmington 234
Houston 221
Cambridge 184
Princeton 157
Ann Arbor 146
San Mateo 111
New York 108
Izmir 74
Beijing 69
Trento 57
Dearborn 56
San Diego 43
Lawrence 40
Sofia 37
Helsinki 34
Boardman 28
Rome 23
Shanghai 16
London 15
Milan 15
Norwalk 15
Toronto 14
Falls Church 12
Schio 12
Bristol 11
Des Moines 11
Hangzhou 11
Nanjing 11
San Paolo di Civitate 11
Tehran 11
Phoenix 10
Vigolo Vattaro 9
Andover 8
Verona 8
Central 6
Florence 6
Hefei 6
Kunming 6
Nardò 6
Costa Mesa 5
Wuhan 5
Zurich 5
Dallas 4
Düsseldorf 4
Foggia 4
Lagundo 4
Los Angeles 4
Pieve Di Cadore 4
Rio De Janeiro 4
San Jose 4
Almenno San Bartolomeo 3
Altamura 3
Bremen 3
Chengdu 3
Chiswick 3
Fuzhou 3
Jinan 3
Mestre 3
North Bergen 3
Paris 3
Singapore 3
Soverato Marina 3
Taastrup 3
Turin 3
Washington 3
Acireale 2
Acton 2
Agosta 2
Alice Castello 2
Andria 2
Brendola 2
Bressanone 2
Chicago 2
Dresden 2
Francavilla al Mare 2
Guangzhou 2
Hessisch Oldendorf 2
Highland Park 2
Hounslow 2
Islington 2
Latisana 2
Lausanne 2
Louisville 2
Massafra 2
Mezzolombardo 2
Misterbianco 2
Munich 2
Newcastle 2
Novokuznetsk 2
Ottawa 2
Palermo 2
Palmi 2
Pontirolo Nuovo 2
Pune 2
Totale 4.685
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Nome #
Constitutive modelling of viscous behaviour of soils: A case study 139
One-dimensional response of peaty soils subjected to a wide range of oedometric conditions 130
Severn-Trent sand: a kinematic hardening constitutive model for sands: the q-p formulation 126
On the reliability of 3D numerical analyses on passive piles used for slope stabilisation in frictional soils 109
A one-dimensional viscoelastic and viscoplastic constitutive approach to modeling the delayed behavior of clay and organic soils 104
Chemo-mechanical modeling of artificially and naturally bonded soils 103
On the seismic response of shallow-buried rectangular structures 101
A model for stress and plastic strain induced nonlinear, hyperelastic anisotropy in soils 101
Passive soil pressure on sloping ground and design of retaining structures for slope stabilisation 96
Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay 94
A micro-scale inspired chemo-mechanical model of bonded geomaterials 93
Analysis of certain factors affecting the unstable behaviour of saturated loose sand 91
Analysis of dynamical effects in the formation of compaction bands 91
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part I - small strain formulation 90
A general approach to the isothermal hyperelastic modelling of saturated porous media at finite strains with compressible solid constituents 89
Chemo-mechanical effects in kaolinite. Part 1: prepared samples 89
A general approach for defining the macroscopic free energy density of saturated porous media at finite strains under non-isothermal conditions 87
Deformable Porous Media Saturated by Three Immiscible Fluids: Constitutive Modelling and Simulations of Injection and Imbibition Tests 87
Fondazioni a secco per edifici in legno 87
A note on the dissipation due to generalized diffusion with electro-chemo-mechanical couplings in heteroionic clays 86
Dynamical effects during compaction band formation affecting their spatial periodicity 86
Improving the mechanical response of kaolinite and bentonite through exposure to organic and metallorganic compounds 86
Characterization of the dynamic behavior of shallow foundations with full-scale dynamic tests 85
An analytical solution for the transient response of saturated linear elastic porous media 84
The effects of inertial coupling in the interpretation of dynamic soil tests 81
Finite strain hyperelastoplastic modelling of saturated porous media with compressible constituents 79
A non-linear analysis of non-isothermal wave propagation in linear-elastic fluid-saturated porous media 79
Seismic vulnerability of shallow buried rectangular structures 78
Chemo-mechanical Modelling of Cemented Soils, from the Microscale to the Volume Element 78
Modellazione DEM di gabbioni: problematiche e suggerimenti alla modellazione di strutture ibride 78
A kinematic hardening constitutive model for sands: the multiaxial formulation 75
A two-yield surfaces, viscoplastic constitutive model for ceramics and geomaterials 75
Hierarchical critical state models. 74
Silent Boundary Conditions For Wave Propagation In Saturated Porous Media 74
A computational framework for immiscible three-phase flow in deformable porous media 74
Finite element modelling of saturated porous media at finite strains under dynamic conditions with compressible constituents 73
Elastoplastic coupling for thermo-elasto-plasticity at high temperature 72
Electro-Chemo-Mechanical Couplings in Soils 68
The influence of viscous coupling in the propagation of elastic waves in saturated soil 68
An elastoplastic framework for granular materials becoming cohesive through mechanical densification. Part II - the formulation of elastoplastic coupling at large strain 68
The influence of system compliance on collapse of triaxial sand samples 68
Multiple shear band development and related instabilities in granular materials 66
Chemo-mechanical effects in kaolinite. Part 2: exposed samples and chemical and phase analyses 66
Hyperelastic modelling of small-strain stiffness anisotropy of cyclically loaded sand 66
The Mechanics of Active Clays Circulated by Salts, Acids and Bases 66
The effects of preloading history on the undrained behaviour of saturated loose sand 65
On certain critical material and testing characteristics affecting shear band development in sand 63
Thermo-mechanical modelling of rock-like materials at very high temperature: application to ceramic refractories 63
Chemo-Mechanical Coupling in Bonded Geomaterials: Representations in Two Scales 62
Finite element simulations of chemo-mechanical coupling in elastic-plastic homoionic expansive clays 62
Subsoil characteristics and foundation settlement analysis of St. Mark's Basilica in Venice 61
Transient Analysis of Ionic Replacements in Elastic-plastic Expansive Clays 60
Combined rupture mechanisms in shallow foundations 56
Numerical analysis of behaviour of shear stack under dynamic loading 55
Una verifica sperimentale degli effetti della gettiniezione 53
Instability phenomena in sand samples : PhD thesis 48
A new approach to anisotropic, bounding surface plasticity: general formulation and simulations of natural and reconstituted clays 47
Anisotropy of soils: laboratory measurements and constitutive implementation 46
EFFETTI DINAMICI NELLA FORMAZIONE DI BANDE DI COMPATTAZIONE 46
Chemo-mechanical coupling in porous media: elastic-plastic behaviour of homoionic expansive clays 45
Engineering evaluation of input parameters for two-dimensional analysis of rockfalls 45
Un Modello Numerico per l'Ottimizzazione di Pali di Fondazione Geotermici 44
The effects of convective terms on the dynamic thermo-hydro-mechanical coupling in fluid-saturated porous media 44
Dynamic characterization of shallow foundations with full-scale tests 44
Micro-to-macro-scale chemo-mechanical modeling of bonded geomaterials 44
A nonlinear viscoelastic-viscoplastic model for clay materials 43
Sedimontology of the matrices of tills and glaciofluvial deposits of some glaciers in the Adamello-Presanella mountain group (Trentino, Northern Italy) 43
Calculated and observed behaviour of clayey soil under cyclic loading beneath preloading embankments for oil thanks 43
Forming of advanced ceramics 42
Numerical analysis of shear stack under dynamic loading 42
Swelling clays as reactive deformable, two-phase materials: basic concepts and options 41
A new modelling approach for piled and other ground heat exchanger applications 41
Dynamical effects in the formation of compaction bands 40
Cold compaction of ceramic powders 40
Localisation in earthquake simulation experiments 39
Vulnerabilità sismica di strutture interrate 39
Effetti dell'accoppiamento delle fasi solida e fluida nel comportamento dinamico dei terreni saturi 38
Una verifica sperimentale degli effetti della gettiniezione 38
Influence of pore pressure on natural frequency wandering of structures under earthquake conditions 38
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 38
A new insight into the effects of combined rupture mechanisms of soil and shallow foundations 38
Chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays 36
Prove di laboratorio per lo studio del comportamento meccanico di gabbioni a rete elettrosaldata 36
Stress induced elastic anisotropy and strain localization in sand 35
Evaluation of three and two finite element methods for the dynamic response of saturated soils 35
PFC3D simulation of a compressed steel column 35
Forming of advanced cermaics 34
Valutazione della massa aggiunta e dei suoi effetti nei fenomeni di propagazione di onde elastiche in mezzi porosi saturi 34
The effects of measure accuracy in the interpretation of dynamic tests on saturated soils 34
Observed failures of laboratory sand samples and constitutive modelling 33
Experimental analysis of the effects of fluid-solid couplings on the velocity of elastic waves in saturated porous media 31
Finite element analysis of fluid imbibition in a deformable porous medium saturated by three immiscible fluids 31
Electro-chemo-mechanical couplings and the elastic-plastic behaviour of heteroionic expansive clays 30
Hierarchical approach to critical state modelling 27
Discussion on 'Observation of Biot compressional wave of the second kind in granular soils' by Nakagawa, Soga, Mitchell 26
A Novel Insight into Vertical Ground Motion Modelling in Earthquake Engineering 26
Electro-chemio-mechanical coupling in saturated porous media: elastic-plastic behaviour of swelling clays 25
Swelling and Swelling Pressure of a Clayey soil: Experimental Data, Model Simulations and Effects on Slope Stability 25
Mechanical effects of acqueous solutions of inorganic acids and bases on a natural active clay 19
Finite Element Analysis of Failure Loads of Shallow Non-Yielding Foundations Subjected to Complex Loading Conditions 18
Totale 6.126
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Categoria #
all - tutte 24.573
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.616
Totale 26.189
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019489 0 0 0 0 0 0 0 0 0 0 309 180
2019/20201.415 88 50 97 132 180 113 207 120 191 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
2023/2024481 46 57 33 46 44 139 44 40 5 22 5 0
Totale 6.140