Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

Ferrari, Alessio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.816
EU - Europa 3.481
AS - Asia 2.971
Continente sconosciuto - Info sul continente non disponibili 700
SA - Sud America 553
AF - Africa 66
OC - Oceania 30
Totale 14.617
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.646
IT - Italia 1.296
SG - Singapore 953
CN - Cina 864
RU - Federazione Russa 835
BR - Brasile 437
HK - Hong Kong 336
VN - Vietnam 264
PL - Polonia 235
DE - Germania 196
FR - Francia 178
GB - Regno Unito 141
BD - Bangladesh 136
IE - Irlanda 131
JP - Giappone 102
FI - Finlandia 99
CH - Svizzera 80
CA - Canada 79
UA - Ucraina 70
NL - Olanda 60
IN - India 51
KR - Corea 47
AR - Argentina 45
SE - Svezia 35
MX - Messico 33
ES - Italia 32
AU - Australia 27
TR - Turchia 23
CO - Colombia 20
IQ - Iraq 20
IR - Iran 19
MY - Malesia 19
JM - Giamaica 18
AE - Emirati Arabi Uniti 17
BE - Belgio 16
RO - Romania 16
ZA - Sudafrica 16
AT - Austria 15
UZ - Uzbekistan 15
EC - Ecuador 14
ID - Indonesia 14
TW - Taiwan 13
JO - Giordania 12
CR - Costa Rica 11
VE - Venezuela 11
CL - Cile 9
CZ - Repubblica Ceca 8
KE - Kenya 8
LB - Libano 8
PK - Pakistan 8
SA - Arabia Saudita 8
CI - Costa d'Avorio 7
GR - Grecia 7
MA - Marocco 7
PH - Filippine 7
PY - Paraguay 7
AZ - Azerbaigian 6
LT - Lituania 6
PA - Panama 6
TN - Tunisia 6
BG - Bulgaria 5
DO - Repubblica Dominicana 5
EG - Egitto 5
NI - Nicaragua 5
BO - Bolivia 4
ET - Etiopia 4
IL - Israele 4
NG - Nigeria 4
NP - Nepal 4
DZ - Algeria 3
EE - Estonia 3
EU - Europa 3
GT - Guatemala 3
HN - Honduras 3
KZ - Kazakistan 3
PE - Perù 3
PR - Porto Rico 3
RS - Serbia 3
BY - Bielorussia 2
GE - Georgia 2
HR - Croazia 2
KG - Kirghizistan 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
SN - Senegal 2
SY - Repubblica araba siriana 2
TH - Thailandia 2
TT - Trinidad e Tobago 2
UY - Uruguay 2
XK - ???statistics.table.value.countryCode.XK??? 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BN - Brunei Darussalam 1
DK - Danimarca 1
GA - Gabon 1
Totale 13.908
Salva come PNG Salva come JPEG
Città #
Fairfield 833
Ashburn 800
San Jose 634
Singapore 631
Woodbridge 421
Seattle 375
Palermo 369
Houston 324
Wilmington 305
Hong Kong 299
Cambridge 249
Chandler 236
Beijing 215
Zgierz 213
Ann Arbor 167
Moscow 153
Council Bluffs 141
Dublin 129
Medford 117
Lauterbourg 99
Ho Chi Minh City 96
Tokyo 93
Los Angeles 87
Des Moines 84
Altamura 83
Dallas 82
Princeton 71
Santa Clara 70
New York 66
Hanoi 65
Rome 60
Lawrence 58
Nanjing 58
Hefei 55
Buffalo 51
Ludwigshafen am Rhein 49
Milan 48
Chicago 43
San Diego 43
London 41
São Paulo 40
Changsha 37
Boardman 35
Frankfurt am Main 35
Jacksonville 31
Lausanne 31
Naples 28
Shenyang 27
Atlanta 25
Lappeenranta 24
Hebei 23
Turin 23
Toronto 20
Paris 18
Tianjin 18
Belo Horizonte 17
Brasília 17
Dearborn 17
Helsinki 17
Jinan 17
Nanchang 17
The Dalles 17
Tulsa 16
Guangzhou 15
Haiphong 15
Nuremberg 15
Orem 15
Zhengzhou 15
Chennai 14
Jiaxing 14
Kuala Lumpur 14
Montreal 14
Brussels 13
Columbus 13
Genoa 13
Miami 13
Munich 13
Phoenix 13
Amman 12
Brooklyn 12
Foggia 12
Melbourne 12
Mexico City 12
Redwood City 12
Hangzhou 11
Warsaw 11
Bari 10
Johannesburg 10
Kingston 10
Las Vegas 10
Saint Petersburg 10
San Paolo di Civitate 10
Central District 9
Porto Alegre 9
Rio de Janeiro 9
Sciara 9
Stockholm 9
Vienna 9
Zurich 9
Amsterdam 8
Totale 8.997
Salva come PNG Salva come JPEG
Nome #
Yielding of a quartz sand from saturated to dry state 276
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 245
Suction controlled oedometric tests: analysis of some experimental aspects 236
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 202
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 202
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 200
Water retention behaviour of compacted and reconstituted scaly clays 195
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 191
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 191
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 191
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 189
1D compression behaviour of Opalinus Clay 188
A conceptual model to analyse a rainfall-induced slow-moving rock slide 184
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 184
Advances in the testing of the hydro-mechanical behaviour of shales 178
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 178
Volume change behaviour of a compacted scaly clay during cyclic suction changes 172
Deformability of compacted tectonised clay in controlled-suction oedometer tests 170
On the reactivation of a large landslide induced by rainfall in highly fissured clays 170
The residual shear strength of the shaly and sandy facies of the opalinus clay 170
Monitoring and prediction in early warning systems for rapid mass movements 169
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 169
Hydro-mechanical behaviour of a sandy silt from a river embankment 163
Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour 162
Hydromechanical behaviour of a volcanic ash 158
Effects of the foot evolution on the behaviour of slow-moving landslides 157
The permeable concrete: A low energy consumption solution for deep draining trenches 156
An insight on the thermo-mechanical behaviour of a shale 154
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 154
Comportamento idro-meccanico di terreni estrusi 154
Investigation into water retention behaviour of deformable soils 152
Experimental analysis of the water retention behaviour of shales 150
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 149
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 148
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 148
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 148
Early warning thresholds for partially saturated slopes in volcanic ashes 147
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 147
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 147
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 146
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 145
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 143
Anisotropic Volumetric Response of Shales upon Suction Changes 143
Effect of extended drying on the mechanical behaviour of a sand 142
Hydro-mechanical analysis of volcanic ash slopes during rainfall 142
Thermo-mechanical volume change behaviour of Opalinus Clay 140
Hydro-mechanical behaviour of shallow Opalinus Clay shale 140
Shear strength of a compacted scaly clay in variable saturation conditions 139
The impact of the volumetric swelling behavior on the water uptake of gas shale 139
The void ratio dependency of the retention behaviour for a compacted scaly clay 138
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 138
One-dimensional compression and consolidation of shales 137
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 135
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 134
On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale 134
The shear strength of Opalinus Clay shale in the remoulded state 133
Activation of marble industry waste for sustainable stabilisation of clays 130
The void ratio dependency of the retention behaviour for a compacted clay 130
Coupled seismogenic geohazards in Alpine regions 130
One dimensional consolidation of Opalinus Clay from shallow depth 129
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 126
Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils 124
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 123
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay. In Bio- and Chemo- Mechanical Processes in Geotechnical Engineering (ISBN: 9780727760531), ICE Publishing, 32-43. 120
Techniques for the modelling of the process systems in slow and fast-moving landslides 117
Testing of the hydro-mechanical behaviour of shales 113
Assessing swelling-induced damage in shale samples during triaxial testing 111
On the Fabric of a 3D Printed Soil 110
Microstructural characterization of a 3D-printed soil 110
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 109
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 108
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 107
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 105
Hydro-mechanical behaviour of shot-clay bentonite 105
Generalized effective stress concept for saturated active clays 101
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 101
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 100
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 99
On the volumetric response of a compacted clay subjected to wetting and drying cycles 96
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 94
Effect of climate change on landslide behaviour 94
Geomechanical Behavior of Shales 91
Modelling the swelling behaviour of Opalinus Clay shale using a double-structured model 87
On the influence of the device stiffness when measuring the swelling pressure in clayey rocks 85
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 84
Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice 84
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 81
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 81
Discussion on “Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of Rock Fabric” of Schuster, V., Rybacki, E., Bonnelye, A., Herrmann, J., Schleicher, A.M., Dresen, G 79
Long-term performance and life cycle assessment of energy piles in three different climatic conditions 79
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 79
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 79
Creating Controlled-Double-Structured Soils Through 3D Printing 76
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 76
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 76
New experimental tools for the characterization of highly overconsolidated clayey materials in unsaturated conditions 74
Life cycle environmental assessment of retaining walls in unsaturated soils 72
UN MODELLO DI PREVISIONE DELLE PROPRIETÀ INDICE DEI TERRENI STAMPATI IN 3D 67
Insights from an extensive triaxial testing campaign on a shale for comparative site characterization of a deep geological repository 65
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 65
Totale 13.484
Salva come PNG Salva come JPEG
Categoria #
all - tutte 56.996
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 56.996
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022578 0 0 33 18 18 62 27 53 90 82 47 148
2022/20231.055 97 233 41 77 79 202 112 52 73 12 53 24
2023/2024641 72 91 44 42 50 62 113 44 21 24 21 57
2024/20251.573 87 114 58 151 37 79 99 73 159 159 204 353
2025/20265.511 236 322 363 439 502 676 803 624 565 462 271 248
2026/20271.051 357 196 498 0 0 0 0 0 0 0 0 0
Totale 14.617