Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

Ferrari, Alessio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.501
EU - Europa 3.422
AS - Asia 2.958
Continente sconosciuto - Info sul continente non disponibili 680
SA - Sud America 532
AF - Africa 65
OC - Oceania 30
Totale 14.188
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 6.339
IT - Italia 1.251
SG - Singapore 952
CN - Cina 863
RU - Federazione Russa 835
BR - Brasile 426
HK - Hong Kong 335
VN - Vietnam 264
PL - Polonia 235
DE - Germania 196
FR - Francia 178
BD - Bangladesh 133
IE - Irlanda 131
GB - Regno Unito 130
JP - Giappone 102
FI - Finlandia 99
CH - Svizzera 80
CA - Canada 76
UA - Ucraina 70
NL - Olanda 59
IN - India 51
KR - Corea 47
AR - Argentina 43
SE - Svezia 35
ES - Italia 32
MX - Messico 32
AU - Australia 27
TR - Turchia 22
IQ - Iraq 20
IR - Iran 19
MY - Malesia 18
AE - Emirati Arabi Uniti 17
JM - Giamaica 17
BE - Belgio 16
RO - Romania 16
ZA - Sudafrica 16
AT - Austria 15
CO - Colombia 15
UZ - Uzbekistan 15
ID - Indonesia 14
EC - Ecuador 13
TW - Taiwan 13
JO - Giordania 12
CR - Costa Rica 10
VE - Venezuela 10
CL - Cile 9
CZ - Repubblica Ceca 8
LB - Libano 8
SA - Arabia Saudita 8
CI - Costa d'Avorio 7
GR - Grecia 7
KE - Kenya 7
MA - Marocco 7
PK - Pakistan 7
PY - Paraguay 7
AZ - Azerbaigian 6
LT - Lituania 6
TN - Tunisia 6
BG - Bulgaria 5
DO - Repubblica Dominicana 5
EG - Egitto 5
NI - Nicaragua 5
PA - Panama 5
PH - Filippine 5
BO - Bolivia 4
ET - Etiopia 4
IL - Israele 4
NG - Nigeria 4
DZ - Algeria 3
EU - Europa 3
GT - Guatemala 3
HN - Honduras 3
KZ - Kazakistan 3
NP - Nepal 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
TH - Thailandia 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
EE - Estonia 1
GA - Gabon 1
GP - Guadalupe 1
IS - Islanda 1
KH - Cambogia 1
Totale 13.499
Salva come PNG Salva come JPEG
Città #
Fairfield 833
Ashburn 734
Singapore 631
San Jose 596
Woodbridge 421
Seattle 375
Palermo 355
Houston 322
Wilmington 305
Hong Kong 299
Cambridge 249
Chandler 236
Beijing 215
Zgierz 213
Ann Arbor 167
Moscow 153
Council Bluffs 137
Dublin 129
Medford 117
Lauterbourg 99
Ho Chi Minh City 96
Tokyo 93
Los Angeles 86
Des Moines 84
Altamura 83
Dallas 80
Princeton 71
Santa Clara 68
Hanoi 65
New York 65
Rome 60
Lawrence 58
Nanjing 58
Hefei 55
Buffalo 50
Ludwigshafen am Rhein 49
Milan 44
San Diego 43
Chicago 41
London 40
São Paulo 40
Changsha 37
Frankfurt am Main 35
Boardman 32
Lausanne 31
Jacksonville 30
Naples 27
Shenyang 27
Lappeenranta 24
Hebei 23
Turin 23
Atlanta 21
Toronto 20
Paris 18
Tianjin 18
Belo Horizonte 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
Brussels 13
Columbus 13
Kuala Lumpur 13
Montreal 13
Munich 13
Amman 12
Brooklyn 12
Foggia 12
Melbourne 12
Mexico City 12
Redwood City 12
Brasília 11
Genoa 11
Hangzhou 11
Warsaw 11
Johannesburg 10
Kingston 10
Phoenix 10
Saint Petersburg 10
San Paolo di Civitate 10
Central District 9
Las Vegas 9
Rio de Janeiro 9
Sciara 9
Stockholm 9
Vienna 9
Zurich 9
Amsterdam 8
Bologna 8
Boston 8
Campinas 8
Totale 8.828
Salva come PNG Salva come JPEG
Nome #
Yielding of a quartz sand from saturated to dry state 273
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 241
Suction controlled oedometric tests: analysis of some experimental aspects 233
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 199
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 197
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 197
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 190
Water retention behaviour of compacted and reconstituted scaly clays 189
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 186
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 185
1D compression behaviour of Opalinus Clay 184
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 183
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 181
A conceptual model to analyse a rainfall-induced slow-moving rock slide 180
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 178
Advances in the testing of the hydro-mechanical behaviour of shales 176
Deformability of compacted tectonised clay in controlled-suction oedometer tests 168
On the reactivation of a large landslide induced by rainfall in highly fissured clays 168
Volume change behaviour of a compacted scaly clay during cyclic suction changes 167
Monitoring and prediction in early warning systems for rapid mass movements 166
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 166
The residual shear strength of the shaly and sandy facies of the opalinus clay 166
Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour 160
Hydro-mechanical behaviour of a sandy silt from a river embankment 158
Hydromechanical behaviour of a volcanic ash 157
Effects of the foot evolution on the behaviour of slow-moving landslides 154
The permeable concrete: A low energy consumption solution for deep draining trenches 154
Investigation into water retention behaviour of deformable soils 152
Comportamento idro-meccanico di terreni estrusi 152
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 151
An insight on the thermo-mechanical behaviour of a shale 150
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 148
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 148
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 146
Experimental analysis of the water retention behaviour of shales 146
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 146
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 145
Early warning thresholds for partially saturated slopes in volcanic ashes 143
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 143
Effect of extended drying on the mechanical behaviour of a sand 140
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 140
Anisotropic Volumetric Response of Shales upon Suction Changes 140
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 139
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 138
Thermo-mechanical volume change behaviour of Opalinus Clay 138
Hydro-mechanical analysis of volcanic ash slopes during rainfall 138
The impact of the volumetric swelling behavior on the water uptake of gas shale 136
Hydro-mechanical behaviour of shallow Opalinus Clay shale 136
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 135
Shear strength of a compacted scaly clay in variable saturation conditions 135
One-dimensional compression and consolidation of shales 135
The void ratio dependency of the retention behaviour for a compacted scaly clay 133
On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale 133
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 131
Coupled seismogenic geohazards in Alpine regions 129
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 129
One dimensional consolidation of Opalinus Clay from shallow depth 129
The shear strength of Opalinus Clay shale in the remoulded state 129
The void ratio dependency of the retention behaviour for a compacted clay 128
Activation of marble industry waste for sustainable stabilisation of clays 126
Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils 124
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 122
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 120
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. 118
Techniques for the modelling of the process systems in slow and fast-moving landslides 116
Testing of the hydro-mechanical behaviour of shales 113
Assessing swelling-induced damage in shale samples during triaxial testing 109
On the Fabric of a 3D Printed Soil 109
Microstructural characterization of a 3D-printed soil 108
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 105
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 105
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 105
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 103
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 100
Generalized effective stress concept for saturated active clays 97
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 97
Hydro-mechanical behaviour of shot-clay bentonite 97
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 93
On the volumetric response of a compacted clay subjected to wetting and drying cycles 91
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 91
Effect of climate change on landslide behaviour 91
Geomechanical Behavior of Shales 90
Modelling the swelling behaviour of Opalinus Clay shale using a double-structured model 86
On the influence of the device stiffness when measuring the swelling pressure in clayey rocks 85
Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice 83
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 82
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 79
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 79
Long-term performance and life cycle assessment of energy piles in three different climatic conditions 76
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 75
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 75
New experimental tools for the characterization of highly overconsolidated clayey materials in unsaturated conditions 74
Creating Controlled-Double-Structured Soils Through 3D Printing 73
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 73
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 73
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 70
Life cycle environmental assessment of retaining walls in unsaturated soils 70
UN MODELLO DI PREVISIONE DELLE PROPRIETÀ INDICE DEI TERRENI STAMPATI IN 3D 63
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 63
Experimental analysis of a thermoactive underground railway station 61
Totale 13.187
Salva come PNG Salva come JPEG
Categoria #
all - tutte 55.626
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 55.626
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
2026/2027622 357 196 69 0 0 0 0 0 0 0 0 0
Totale 14.188