Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

Ferrari, Alessio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 6.113
EU - Europa 3.376
AS - Asia 2.925
SA - Sud America 526
AF - Africa 64
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 6
Totale 13.038
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 5.992
IT - Italia 1.214
SG - Singapore 950
CN - Cina 857
RU - Federazione Russa 835
BR - Brasile 426
HK - Hong Kong 330
VN - Vietnam 263
PL - Polonia 235
DE - Germania 191
FR - Francia 178
IE - Irlanda 131
GB - Regno Unito 130
BD - Bangladesh 122
JP - Giappone 102
FI - Finlandia 99
CH - Svizzera 80
UA - Ucraina 70
NL - Olanda 58
CA - Canada 55
IN - India 50
KR - Corea 45
AR - Argentina 43
SE - Svezia 35
ES - Italia 31
MX - Messico 31
AU - Australia 25
TR - Turchia 22
IQ - Iraq 20
IR - Iran 19
MY - Malesia 18
AE - Emirati Arabi Uniti 17
BE - Belgio 16
RO - Romania 16
AT - Austria 15
CO - Colombia 15
UZ - Uzbekistan 15
ZA - Sudafrica 15
EC - Ecuador 13
ID - Indonesia 13
JO - Giordania 12
JM - Giamaica 9
TW - Taiwan 9
VE - Venezuela 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
TN - Tunisia 6
BG - Bulgaria 5
CL - Cile 5
DO - Repubblica Dominicana 5
EG - Egitto 5
LT - Lituania 5
PA - Panama 5
PH - Filippine 5
BO - Bolivia 4
ET - Etiopia 4
IL - Israele 4
NG - Nigeria 4
CR - Costa Rica 3
DZ - Algeria 3
EU - Europa 3
GT - Guatemala 3
HN - Honduras 3
KZ - Kazakistan 3
NP - Nepal 3
RS - Serbia 3
BY - Bielorussia 2
GE - Georgia 2
HR - Croazia 2
KG - Kirghizistan 2
NI - Nicaragua 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PE - Perù 2
PR - Porto Rico 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
KH - Cambogia 1
KW - Kuwait 1
Totale 13.024
Salva come PNG Salva come JPEG
Città #
Fairfield 833
Ashburn 723
Singapore 629
San Jose 473
Woodbridge 421
Seattle 374
Palermo 347
Houston 322
Wilmington 305
Hong Kong 294
Cambridge 249
Chandler 236
Beijing 214
Zgierz 213
Ann Arbor 167
Moscow 153
Dublin 129
Medford 117
Lauterbourg 99
Ho Chi Minh City 96
Tokyo 93
Des Moines 84
Los Angeles 84
Altamura 83
Dallas 77
Council Bluffs 72
Princeton 71
New York 65
Hanoi 64
Santa Clara 61
Lawrence 58
Nanjing 58
Hefei 55
Rome 54
Ludwigshafen am Rhein 49
Buffalo 47
San Diego 43
Milan 41
Chicago 40
London 40
São Paulo 40
Changsha 36
Frankfurt am Main 35
Lausanne 31
Jacksonville 30
Shenyang 27
Boardman 25
Lappeenranta 24
Hebei 23
Naples 23
Turin 22
Atlanta 20
Paris 18
Tianjin 18
Belo Horizonte 17
Dearborn 17
Helsinki 17
Jinan 17
Nanchang 17
Tulsa 16
Guangzhou 15
Haiphong 15
Nuremberg 15
Orem 15
The Dalles 15
Zhengzhou 15
Chennai 14
Jiaxing 14
Brussels 13
Kuala Lumpur 13
Montreal 13
Amman 12
Brooklyn 12
Columbus 12
Foggia 12
Redwood City 12
Toronto 12
Brasília 11
Genoa 11
Hangzhou 11
Mexico City 11
Munich 11
Warsaw 11
Johannesburg 10
Melbourne 10
Phoenix 10
Saint Petersburg 10
San Paolo di Civitate 10
Central District 9
Rio de Janeiro 9
Sciara 9
Stockholm 9
Vienna 9
Zurich 9
Amsterdam 8
Bologna 8
Boston 8
Campinas 8
Kilburn 8
Las Vegas 8
Totale 8.553
Salva come PNG Salva come JPEG
Nome #
Yielding of a quartz sand from saturated to dry state 268
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 234
Suction controlled oedometric tests: analysis of some experimental aspects 225
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 197
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 196
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 193
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 186
Water retention behaviour of compacted and reconstituted scaly clays 185
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 181
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 181
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 181
1D compression behaviour of Opalinus Clay 180
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 179
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 175
A conceptual model to analyse a rainfall-induced slow-moving rock slide 173
Advances in the testing of the hydro-mechanical behaviour of shales 169
Volume change behaviour of a compacted scaly clay during cyclic suction changes 166
On the reactivation of a large landslide induced by rainfall in highly fissured clays 164
Monitoring and prediction in early warning systems for rapid mass movements 163
The residual shear strength of the shaly and sandy facies of the opalinus clay 162
Deformability of compacted tectonised clay in controlled-suction oedometer tests 159
Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour 156
Hydro-mechanical behaviour of a sandy silt from a river embankment 155
Hydromechanical behaviour of a volcanic ash 153
The permeable concrete: A low energy consumption solution for deep draining trenches 151
Effects of the foot evolution on the behaviour of slow-moving landslides 150
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 150
An insight on the thermo-mechanical behaviour of a shale 148
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 148
Investigation into water retention behaviour of deformable soils 147
Comportamento idro-meccanico di terreni estrusi 147
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 145
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 144
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 143
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 143
Experimental analysis of the water retention behaviour of shales 141
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 140
Early warning thresholds for partially saturated slopes in volcanic ashes 139
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 138
Anisotropic Volumetric Response of Shales upon Suction Changes 138
Thermo-mechanical volume change behaviour of Opalinus Clay 136
Effect of extended drying on the mechanical behaviour of a sand 135
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 135
Hydro-mechanical analysis of volcanic ash slopes during rainfall 135
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 135
Hydro-mechanical behaviour of shallow Opalinus Clay shale 134
The impact of the volumetric swelling behavior on the water uptake of gas shale 133
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 131
Shear strength of a compacted scaly clay in variable saturation conditions 131
On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale 131
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 129
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 129
One-dimensional compression and consolidation of shales 129
Coupled seismogenic geohazards in Alpine regions 127
One dimensional consolidation of Opalinus Clay from shallow depth 126
The void ratio dependency of the retention behaviour for a compacted clay 125
The shear strength of Opalinus Clay shale in the remoulded state 125
The void ratio dependency of the retention behaviour for a compacted scaly clay 124
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 121
Activation of marble industry waste for sustainable stabilisation of clays 120
Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils 120
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 119
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 117
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. 115
Techniques for the modelling of the process systems in slow and fast-moving landslides 112
On the Fabric of a 3D Printed Soil 108
Testing of the hydro-mechanical behaviour of shales 108
Microstructural characterization of a 3D-printed soil 107
Assessing swelling-induced damage in shale samples during triaxial testing 105
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 102
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 102
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 100
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 100
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 97
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 97
Generalized effective stress concept for saturated active clays 96
On the volumetric response of a compacted clay subjected to wetting and drying cycles 90
Hydro-mechanical behaviour of shot-clay bentonite 90
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 88
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 87
Modelling the swelling behaviour of Opalinus Clay shale using a double-structured model 85
Effect of climate change on landslide behaviour 85
Geomechanical Behavior of Shales 85
On the influence of the device stiffness when measuring the swelling pressure in clayey rocks 82
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 81
Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice 77
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 76
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
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 74
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 73
Creating Controlled-Double-Structured Soils Through 3D Printing 71
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 71
New experimental tools for the characterization of highly overconsolidated clayey materials in unsaturated conditions 69
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 68
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 68
Life cycle environmental assessment of retaining walls in unsaturated soils 65
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 62
Insights from an extensive triaxial testing campaign on a shale for comparative site characterization of a deep geological repository 60
Modelling the density homogenisation of a block and granular bentonite buffer upon non-isothermal saturation 59
Totale 12.806
Salva come PNG Salva come JPEG
Categoria #
all - tutte 53.213
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 53.213
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022791 48 165 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
2026/2027141 141 0 0 0 0 0 0 0 0 0 0 0
Totale 13.707