Ferrari, Alessio
 Distribuzione geografica
Continente #
NA - Nord America 5.931
EU - Europa 3.284
AS - Asia 2.847
SA - Sud America 520
AF - Africa 63
OC - Oceania 28
Continente sconosciuto - Info sul continente non disponibili 5
Totale 12.678
Nazione #
US - Stati Uniti d'America 5.835
IT - Italia 1.138
SG - Singapore 948
CN - Cina 851
RU - Federazione Russa 835
BR - Brasile 422
HK - Hong Kong 329
VN - Vietnam 263
PL - Polonia 235
DE - Germania 190
FR - Francia 174
IE - Irlanda 131
GB - Regno Unito 130
JP - Giappone 100
FI - Finlandia 98
CH - Svizzera 79
UA - Ucraina 69
BD - Bangladesh 57
NL - Olanda 56
IN - India 50
CA - Canada 45
KR - Corea 45
AR - Argentina 43
SE - Svezia 35
MX - Messico 30
AU - Australia 25
ES - Italia 25
TR - Turchia 22
IQ - Iraq 20
IR - Iran 19
AE - Emirati Arabi Uniti 17
BE - Belgio 16
MY - Malesia 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
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
AZ - Azerbaigian 6
PY - Paraguay 6
TN - Tunisia 6
BG - Bulgaria 5
DO - Repubblica Dominicana 5
EG - Egitto 5
LT - Lituania 5
PA - Panama 5
PH - Filippine 5
BO - Bolivia 4
CL - Cile 4
IL - Israele 4
NG - Nigeria 4
DZ - Algeria 3
ET - Etiopia 3
EU - Europa 3
HN - Honduras 3
JM - Giamaica 3
KZ - Kazakistan 3
NP - Nepal 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
PE - Perù 2
PS - Palestinian Territory 2
SN - Senegal 2
TH - Thailandia 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
CR - Costa Rica 1
DK - Danimarca 1
EE - Estonia 1
GA - Gabon 1
GT - Guatemala 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
LV - Lettonia 1
MD - Moldavia 1
MZ - Mozambico 1
Totale 12.666
Città #
Fairfield 833
Ashburn 711
Singapore 628
San Jose 444
Woodbridge 421
Seattle 373
Palermo 339
Houston 322
Wilmington 304
Hong Kong 293
Cambridge 249
Chandler 236
Beijing 213
Zgierz 213
Ann Arbor 167
Moscow 153
Dublin 128
Medford 117
Lauterbourg 99
Ho Chi Minh City 96
Tokyo 93
Des Moines 83
Altamura 82
Los Angeles 81
Dallas 73
Council Bluffs 71
Princeton 71
Hanoi 64
New York 62
Lawrence 58
Nanjing 58
Hefei 55
Santa Clara 55
Rome 51
Ludwigshafen am Rhein 49
San Diego 43
Buffalo 41
London 40
Milan 38
São Paulo 38
Changsha 35
Chicago 35
Frankfurt am Main 35
Lausanne 31
Jacksonville 29
Shenyang 27
Boardman 25
Lappeenranta 24
Hebei 23
Turin 20
Atlanta 18
Naples 18
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
Montreal 13
Amman 12
Columbus 12
Foggia 12
Kuala Lumpur 12
Redwood City 12
Brasília 11
Hangzhou 11
Mexico City 11
Munich 11
Warsaw 11
Genoa 10
Johannesburg 10
Melbourne 10
Phoenix 10
Saint Petersburg 10
San Paolo di Civitate 10
Brooklyn 9
Central District 9
Rio de Janeiro 9
Sciara 9
Stockholm 9
Toronto 9
Vienna 9
Amsterdam 8
Boston 8
Campinas 8
Kilburn 8
Napoli 8
Porto Alegre 8
Zurich 8
Totale 8.440
Nome #
Yielding of a quartz sand from saturated to dry state 263
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 227
Suction controlled oedometric tests: analysis of some experimental aspects 225
Anisotropic volumetric behaviour of opalinus clay shale upon suction variation 192
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 192
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 192
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 185
Water retention behaviour of compacted and reconstituted scaly clays 184
An experimental and constitutive investigation on the chemo-mechanical behaviour of a clay 179
Mechanical behaviour of compacted scaly clay during cyclic controlled-suction testing 178
1D compression behaviour of Opalinus Clay 178
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 177
Characterization of gas flow through low-permeability claystone: Laboratory experiments and two-phase flow analyses 177
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 169
Volume change behaviour of a compacted scaly clay during cyclic suction changes 165
Advances in the testing of the hydro-mechanical behaviour of shales 164
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
Deformability of compacted tectonised clay in controlled-suction oedometer tests 157
The residual shear strength of the shaly and sandy facies of the opalinus clay 157
Shot-clay MX-80 bentonite: An assessment of the hydro-mechanical behaviour 154
Hydro-mechanical behaviour of a sandy silt from a river embankment 154
Hydromechanical behaviour of a volcanic ash 151
Effects of the foot evolution on the behaviour of slow-moving landslides 149
The permeable concrete: A low energy consumption solution for deep draining trenches 149
Water retention behaviour and microstructural evolution of MX-80 bentonite during wetting and drying cycles 148
Investigation into water retention behaviour of deformable soils 147
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 147
An insight on the thermo-mechanical behaviour of a shale 144
The role of anisotropy on the volumetric behaviour of opalinus clay upon suction change 144
Comportamento idro-meccanico di terreni estrusi 144
Fabric evolution and the related swelling behaviour of a sand/bentonite mixture upon hydro-chemo-mechanical loadings 143
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 143
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 142
Experimental analysis of the water retention behaviour of shales 138
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS). 138
Anisotropic Volumetric Response of Shales upon Suction Changes 138
Early warning thresholds for partially saturated slopes in volcanic ashes 135
Experimental investigations of the soil-concrete interface: Physical mechanisms, cyclic mobilization, and behaviour at different temperatures 135
The pore structure of compacted and partly saturated MX-80 bentonite at different dry densities 134
The impact of the volumetric swelling behavior on the water uptake of gas shale 133
Hydro-mechanical behaviour of shallow Opalinus Clay shale 133
Hydro-mechanical analysis of volcanic ash slopes during rainfall 133
Volume change characteristics of fine-grained soils due to sequential thermo-mechanical stresses 133
Thermo-mechanical volume change behaviour of Opalinus Clay 132
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
Water retention and swelling behaviour of granular bentonites for application in Geosynthetic Clay Liner (GCL) systems 129
One-dimensional compression and consolidation of shales 127
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 125
One dimensional consolidation of Opalinus Clay from shallow depth 125
The shear strength of Opalinus Clay shale in the remoulded state 125
The void ratio dependency of the retention behaviour for a compacted clay 124
Coupled seismogenic geohazards in Alpine regions 123
The void ratio dependency of the retention behaviour for a compacted scaly clay 121
Modelling landslides in unsaturated slopes subjected to rainfall infiltration using material point method 121
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 117
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 116
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
Activation of marble industry waste for sustainable stabilisation of clays 113
Techniques for the modelling of the process systems in slow and fast-moving landslides 109
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 107
Testing of the hydro-mechanical behaviour of shales 106
Effect of extended drying on the mechanical behaviour of a sand 105
Assessing swelling-induced damage in shale samples during triaxial testing 104
On the Fabric of a 3D Printed Soil 103
Coupled hydro-mechanical analysis of compacted bentonite behaviour during hydration 102
Microstructural characterization of a 3D-printed soil 100
Hydro-Mechanical Behaviour of a Sand-Bentonite Mixture for the Confinement of Nuclear Wastes 100
One-Dimensional Transient Analysis of Rainfall Infiltration in Unsaturated Volcanic Ash 99
Increasing understanding and confidence in THM simulations of Engineered Barrier Systems 98
Generalized effective stress concept for saturated active clays 95
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 95
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 94
On the volumetric response of a compacted clay subjected to wetting and drying cycles 90
Hydro-mechanical behaviour of shot-clay bentonite 89
Hydro-mechanical modelling of a natural slope affected by a multiple slip surface failure mechanism 85
Geomechanical Behavior of Shales 84
Effect of climate change on landslide behaviour 83
On the influence of the device stiffness when measuring the swelling pressure in clayey rocks 81
Modelling the swelling behaviour of Opalinus Clay shale using a double-structured model 81
Effect of the mineralogical composition on the elastoplastic hydromechanical response of Opalinus Clay shale 80
Sensitive THM coupled analysis of buffer-rock barriers for nuclear waste storage. In Unsaturated Soil Mechanics from Theory to Practice 76
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 75
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
Long-term performance and life cycle assessment of energy piles in three different climatic conditions 75
Multiphysical Testing of Soils and Shales. Springer, 978-3-642-32491-8, Springer Series in Geomechanics and Geoengineering, 340p. 73
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 69
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 69
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 68
New experimental tools for the characterization of highly overconsolidated clayey materials in unsaturated conditions 68
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 68
Experimental assessment of the hydro-mechanical behaviour of a shale caprock during CO2 injection 66
Creating Controlled-Double-Structured Soils Through 3D Printing 65
Life cycle environmental assessment of retaining walls in unsaturated soils 62
Early-stage thermal performance design of thermo-active walls implemented in underground infrastructures 61
Experimental analysis of a thermoactive underground railway station 59
Mechanical behaviour of granular materials undergoing grain dissolution 59
Totale 12.545
Categoria #
all - tutte 51.034
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 51.034


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021107 0 0 0 0 0 0 0 0 0 0 0 107
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
2023/2024641 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
2025/20265.282 236 322 363 439 502 676 803 624 565 462 271 19
Totale 13.337