Ferrari, Alessio
 Distribuzione geografica
Continente #
NA - Nord America 7.069
EU - Europa 3.521
AS - Asia 2.972
Continente sconosciuto - Info sul continente non disponibili 700
SA - Sud America 554
AF - Africa 66
OC - Oceania 32
Totale 14.914
Nazione #
US - Stati Uniti d'America 6.888
IT - Italia 1.325
SG - Singapore 953
CN - Cina 865
RU - Federazione Russa 835
BR - Brasile 437
HK - Hong Kong 336
VN - Vietnam 264
PL - Polonia 237
DE - Germania 197
FR - Francia 178
GB - Regno Unito 147
BD - Bangladesh 136
IE - Irlanda 132
JP - Giappone 102
FI - Finlandia 99
CA - Canada 87
CH - Svizzera 80
UA - Ucraina 70
NL - Olanda 60
IN - India 51
KR - Corea 47
AR - Argentina 45
SE - Svezia 35
MX - Messico 34
ES - Italia 33
AU - Australia 29
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
CR - Costa Rica 12
JO - Giordania 12
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
PE - Perù 4
DZ - Algeria 3
EE - Estonia 3
EU - Europa 3
GT - Guatemala 3
HN - Honduras 3
KZ - Kazakistan 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
SV - El Salvador 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
Totale 14.205
Città #
Ashburn 841
Fairfield 833
San Jose 668
Singapore 631
Woodbridge 421
Seattle 377
Palermo 373
Houston 324
Wilmington 305
Hong Kong 299
Cambridge 249
Chandler 236
Beijing 215
Zgierz 213
Ann Arbor 167
Moscow 153
Council Bluffs 143
Dublin 129
Medford 117
Lauterbourg 99
Chicago 97
Ho Chi Minh City 96
Los Angeles 94
Tokyo 93
Dallas 89
Des Moines 84
Altamura 83
New York 76
Santa Clara 73
Princeton 71
Hanoi 65
Rome 65
Lawrence 58
Nanjing 58
Hefei 55
Buffalo 51
Ludwigshafen am Rhein 49
Milan 48
London 43
San Diego 43
São Paulo 40
Changsha 37
Boardman 35
Frankfurt am Main 35
Jacksonville 31
Lausanne 31
Naples 30
Shenyang 27
Atlanta 25
Turin 25
Lappeenranta 24
Hebei 23
Toronto 23
Paris 18
Tianjin 18
Belo Horizonte 17
Brasília 17
Dearborn 17
Helsinki 17
Jinan 17
Nanchang 17
The Dalles 17
Orem 16
Tulsa 16
Guangzhou 15
Haiphong 15
Montreal 15
Nuremberg 15
Zhengzhou 15
Chennai 14
Columbus 14
Jiaxing 14
Kuala Lumpur 14
Phoenix 14
Brooklyn 13
Brussels 13
Clifton 13
Genoa 13
Mexico City 13
Miami 13
Munich 13
Warsaw 13
Amman 12
Foggia 12
Melbourne 12
Redwood City 12
Hangzhou 11
Las Vegas 11
Bari 10
Boston 10
Johannesburg 10
Kingston 10
Saint Petersburg 10
San Paolo di Civitate 10
Bologna 9
Central District 9
Denver 9
Manchester 9
Porto Alegre 9
Rio de Janeiro 9
Totale 9.190
Nome #
Yielding of a quartz sand from saturated to dry state 278
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 248
Suction controlled oedometric tests: analysis of some experimental aspects 239
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 208
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 204
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 203
Water retention behaviour of compacted and reconstituted scaly clays 197
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 196
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 194
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 192
A conceptual model to analyse a rainfall-induced slow-moving rock slide 191
1D compression behaviour of Opalinus Clay 190
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 190
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 187
Advances in the testing of the hydro-mechanical behaviour of shales 183
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 180
Volume change behaviour of a compacted scaly clay during cyclic suction changes 173
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 173
Deformability of compacted tectonised clay in controlled-suction oedometer tests 171
On the reactivation of a large landslide induced by rainfall in highly fissured clays 171
Monitoring and prediction in early warning systems for rapid mass movements 170
The residual shear strength of the shaly and sandy facies of the opalinus clay 170
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 160
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 159
Effects of the foot evolution on the behaviour of slow-moving landslides 158
An insight on the thermo-mechanical behaviour of a shale 157
The permeable concrete: A low energy consumption solution for deep draining trenches 157
Comportamento idro-meccanico di terreni estrusi 156
Investigation into water retention behaviour of deformable soils 153
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 152
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 151
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 151
Experimental analysis of the water retention behaviour of shales 150
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 150
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 150
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 149
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 149
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 149
Early warning thresholds for partially saturated slopes in volcanic ashes 148
Anisotropic Volumetric Response of Shales upon Suction Changes 148
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 146
Effect of extended drying on the mechanical behaviour of a sand 145
Thermo-mechanical volume change behaviour of Opalinus Clay 145
Hydro-mechanical analysis of volcanic ash slopes during rainfall 144
Hydro-mechanical behaviour of shallow Opalinus Clay shale 143
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 141
Shear strength of a compacted scaly clay in variable saturation conditions 141
The void ratio dependency of the retention behaviour for a compacted scaly clay 139
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 139
One-dimensional compression and consolidation of shales 139
The impact of the volumetric swelling behavior on the water uptake of gas shale 139
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 137
On the hydro-mechanical behaviour of remoulded and natural Opalinus Clay shale 136
The shear strength of Opalinus Clay shale in the remoulded state 135
Coupled seismogenic geohazards in Alpine regions 132
Activation of marble industry waste for sustainable stabilisation of clays 131
The void ratio dependency of the retention behaviour for a compacted clay 131
One dimensional consolidation of Opalinus Clay from shallow depth 130
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. 129
Nonstationary flow surface theory for modeling the viscoplastic behaviors of soils 129
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 128
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 127
Assessing swelling-induced damage in shale samples during triaxial testing 117
Techniques for the modelling of the process systems in slow and fast-moving landslides 117
Testing of the hydro-mechanical behaviour of shales 115
On the Fabric of a 3D Printed Soil 114
Microstructural characterization of a 3D-printed soil 111
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 111
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 108
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 108
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 107
Hydro-mechanical behaviour of shot-clay bentonite 107
Generalized effective stress concept for saturated active clays 104
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 104
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 102
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 100
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 99
On the volumetric response of a compacted clay subjected to wetting and drying cycles 97
Effect of climate change on landslide behaviour 97
Geomechanical Behavior of Shales 91
Modelling the swelling behaviour of Opalinus Clay shale using a double-structured model 88
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 87
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 85
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 83
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 80
Long-term performance and life cycle assessment of energy piles in three different climatic conditions 80
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 80
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 79
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 79
Creating Controlled-Double-Structured Soils Through 3D Printing 77
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 75
Life cycle environmental assessment of retaining walls in unsaturated soils 74
UN MODELLO DI PREVISIONE DELLE PROPRIETÀ INDICE DEI TERRENI STAMPATI IN 3D 68
Insights from an extensive triaxial testing campaign on a shale for comparative site characterization of a deep geological repository 66
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 66
Totale 13.704
Categoria #
all - tutte 57.726
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 57.726


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022545 0 0 0 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
2026/20271.348 357 196 665 130 0 0 0 0 0 0 0 0
Totale 14.914