Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

Ferrari, Alessio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.151
EU - Europa 1.371
AS - Asia 378
OC - Oceania 16
SA - Sud America 6
Continente sconosciuto - Info sul continente non disponibili 4
AF - Africa 1
Totale 5.927
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.147
IT - Italia 693
CN - Cina 298
IE - Irlanda 126
DE - Germania 103
GB - Regno Unito 86
CH - Svizzera 64
FI - Finlandia 63
UA - Ucraina 60
RU - Federazione Russa 59
HK - Hong Kong 27
SE - Svezia 27
FR - Francia 26
BE - Belgio 15
AU - Australia 14
RO - Romania 14
IR - Iran 12
KR - Corea 12
ES - Italia 8
NL - Olanda 8
GR - Grecia 6
BR - Brasile 4
CA - Canada 4
IN - India 4
LB - Libano 4
AT - Austria 3
EU - Europa 3
ID - Indonesia 3
JP - Giappone 3
TR - Turchia 3
UZ - Uzbekistan 3
CZ - Repubblica Ceca 2
MY - Malesia 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
PL - Polonia 2
TW - Taiwan 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AR - Argentina 1
AZ - Azerbaigian 1
CO - Colombia 1
EE - Estonia 1
GE - Georgia 1
HR - Croazia 1
NG - Nigeria 1
PH - Filippine 1
PT - Portogallo 1
RS - Serbia 1
SG - Singapore 1
TH - Thailandia 1
Totale 5.927
Salva come PNG Salva come JPEG
Città #
Fairfield 833
Woodbridge 421
Ashburn 415
Seattle 368
Houston 313
Wilmington 301
Cambridge 249
Palermo 238
Chandler 236
Ann Arbor 167
Dublin 123
Medford 116
Altamura 82
Des Moines 78
Princeton 71
Lawrence 58
Nanjing 55
Ludwigshafen am Rhein 49
Beijing 44
San Diego 41
London 30
Rome 30
Lausanne 29
Changsha 28
Jacksonville 28
Shenyang 25
Boardman 23
Hebei 23
Dearborn 17
Nanchang 16
Tulsa 16
Jinan 15
Milan 15
Jiaxing 14
Brussels 13
Council Bluffs 13
Tianjin 13
Foggia 12
Redwood City 12
Naples 11
Saint Petersburg 10
San Paolo di Civitate 10
Central District 9
Sciara 9
Turin 9
Zhengzhou 9
Hangzhou 8
Kilburn 8
Los Angeles 8
Napoli 8
Guangzhou 7
Chicago 6
Hong Kong 6
Misilmeri 6
Moscow 6
Orange 6
Ravenna 6
Central 5
Helsinki 5
New York 5
Paris 5
San Jose 5
Seongnam 5
Sydney 5
Taizhou 5
Acton 4
Ancona 4
Chiswick 4
Geneva 4
Hanover 4
Lappeenranta 4
Leporano 4
Ningbo 4
Nuremberg 4
Reggio Emilia 4
Renens 4
Taiyuan 4
Wandsworth 4
Bochum 3
Bologna 3
Castelbuono 3
Falls Church 3
Fuzhou 3
Indiana 3
Karlsruhe 3
Kunming 3
Mehlingen 3
Norwalk 3
Pomezia 3
Rende 3
San Giovanni Gemini 3
Torino 3
Via Lodi 3
Vienna 3
Zurich 3
Angri 2
Arlington 2
Bloomsbury 2
Bussigny 2
Clausthal 2
Totale 4.925
Salva come PNG Salva come JPEG
Nome #
Yielding of a quartz sand from saturated to dry state 205
Suction controlled oedometric tests: analysis of some experimental aspects 147
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 134
Monitoring and prediction in early warning systems for rapid mass movements 127
Water retention behaviour of compacted and reconstituted scaly clays 123
On the reactivation of a large landslide induced by rainfall in highly fissured clays 122
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 117
Hydromechanical behaviour of a volcanic ash 115
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 115
Effects of the foot evolution on the behaviour of slow-moving landslides 114
Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour 113
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 112
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 112
The permeable concrete: A low energy consumption solution for deep draining trenches 110
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 108
Investigation into water retention behaviour of deformable soils 107
Volume change behaviour of a compacted scaly clay during cyclic suction changes 106
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 106
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 106
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 105
Experimental analysis of the water retention behaviour of shales 105
The residual shear strength of the shaly and sandy facies of the opalinus clay 104
1D compression behaviour of Opalinus Clay 102
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 99
Advances in the testing of the hydro-mechanical behaviour of shales 98
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 98
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 98
Thermo-mechanical volume change behaviour of Opalinus Clay 97
Early warning thresholds for partially saturated slopes in volcanic ashes 96
Shear strength of a compacted scaly clay in variable saturation conditions 95
On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale 92
Hydro-mechanical behaviour of shallow Opalinus Clay shale 92
Hydro-mechanical analysis of volcanic ash slopes during rainfall 92
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 90
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 89
The impact of the volumetric swelling behavior on the water uptake of gas shale 88
One-dimensional compression and consolidation of shales 87
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 86
One dimensional consolidation of Opalinus Clay from shallow depth 85
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 84
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 83
The void ratio dependency of the retention behaviour for a compacted clay 81
The shear strength of Opalinus Clay shale in the remoulded state 81
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 80
Anisotropic Volumetric Response of Shales upon Suction Changes 78
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 76
Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils 72
Hydro-mechanical behaviour of a sandy silt from a river embankment 72
The void ratio dependency of the retention behaviour for a compacted scaly clay 69
Deformability of compacted tectonised clay in controlled-suction oedometer tests 67
Testing of the hydro-mechanical behaviour of shales. 65
Techniques for the modelling of the process systems in slow and fast-moving landslides 64
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 63
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 60
An insight on the thermo-mechanical behaviour of a shale 57
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 53
Coupled seismogenic geohazards in Alpine regions 52
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 50
Comportamento idro-meccanico di terreni estrusi 50
On the volumetric response of a compacted clay subjected to wetting and drying cycles 48
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 46
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 45
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. 44
Hydro-mechanical behaviour of shot-clay bentonite 44
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 44
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 40
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 39
Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice 36
New experimental tools for the characterization of highly overconsolidated clayey materials in unsaturated conditions 36
Geomechanical Behavior of Shales 35
Effect of climate change on landslide behaviour 33
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 30
Microstructural characterization of a 3D-printed soil 30
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 29
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 28
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 24
On the Fabric of a 3D Printed Soil 22
Long-term performance and life cycle assessment of energy piles in three different climatic conditions 21
Life cycle environmental assessment of retaining walls in unsaturated soils 20
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 18
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 17
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 16
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 16
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 15
Experimental analysis of a thermoactive underground railway station 14
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 14
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 14
Generalized effective stress concept for saturated active clays 13
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 9
Shear strength and shear stiffness analysis of compacted Wyoming-type bentonite 7
Hydro-mechanichal characterisation of bentonite/steel interfaces 7
Modelling the density homogenisation of a block and granular bentonite buffer upon non-isothermal saturation 6
Thermo-hydro-mechanical analysis of the complete lifetime of the bentonite barrier in the FEBEX in-situ test 6
Totale 6.420
Salva come PNG Salva come JPEG
Categoria #
all - tutte 26.745
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 26.745
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019416 0 0 0 0 0 0 0 0 0 0 211 205
2019/20201.738 193 47 66 152 188 227 240 171 209 99 103 43
2020/20211.137 59 61 80 73 218 97 110 79 72 114 67 107
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
2023/2024579 72 91 44 42 50 62 113 44 21 24 16 0
Totale 6.420