ROSONE, Marco
 Distribuzione geografica
Continente #
NA - Nord America 4.502
EU - Europa 3.690
AS - Asia 2.254
Continente sconosciuto - Info sul continente non disponibili 516
SA - Sud America 481
AF - Africa 74
OC - Oceania 15
Totale 11.532
Nazione #
US - Stati Uniti d'America 4.333
IT - Italia 1.941
SG - Singapore 726
RU - Federazione Russa 691
CN - Cina 522
BR - Brasile 335
VN - Vietnam 231
HK - Hong Kong 221
BD - Bangladesh 191
PL - Polonia 160
FR - Francia 153
DE - Germania 124
FI - Finlandia 108
GB - Regno Unito 107
JP - Giappone 106
NL - Olanda 101
CA - Canada 80
IE - Irlanda 77
AR - Argentina 48
IN - India 47
CH - Svizzera 41
UA - Ucraina 37
MX - Messico 31
ES - Italia 29
KR - Corea 26
TR - Turchia 24
VE - Venezuela 23
BE - Belgio 21
CO - Colombia 20
IQ - Iraq 18
EC - Ecuador 17
SE - Svezia 17
ZA - Sudafrica 17
AT - Austria 15
JM - Giamaica 15
UZ - Uzbekistan 15
AU - Australia 14
CR - Costa Rica 14
ID - Indonesia 14
RO - Romania 14
PE - Perù 13
IR - Iran 12
PY - Paraguay 12
AE - Emirati Arabi Uniti 11
MY - Malesia 11
EG - Egitto 10
MA - Marocco 10
CZ - Repubblica Ceca 9
PK - Pakistan 9
CL - Cile 8
JO - Giordania 8
KE - Kenya 8
LT - Lituania 8
TN - Tunisia 8
AZ - Azerbaigian 7
NP - Nepal 7
TW - Taiwan 7
BG - Bulgaria 6
BH - Bahrain 6
CI - Costa d'Avorio 6
PH - Filippine 6
LB - Libano 5
NI - Nicaragua 5
NO - Norvegia 5
PA - Panama 5
RS - Serbia 5
SA - Arabia Saudita 5
BO - Bolivia 4
GR - Grecia 4
GT - Guatemala 4
DK - Danimarca 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
HN - Honduras 3
KG - Kirghizistan 3
KZ - Kazakistan 3
LV - Lettonia 3
NG - Nigeria 3
OM - Oman 3
ET - Etiopia 2
EU - Europa 2
GE - Georgia 2
HR - Croazia 2
IL - Israele 2
PR - Porto Rico 2
PS - Palestinian Territory 2
PT - Portogallo 2
SV - El Salvador 2
TG - Togo 2
TH - Thailandia 2
TT - Trinidad e Tobago 2
AL - Albania 1
AM - Armenia 1
BF - Burkina Faso 1
BZ - Belize 1
CG - Congo 1
EE - Estonia 1
GD - Grenada 1
HU - Ungheria 1
IS - Islanda 1
Totale 11.008
Città #
Ashburn 651
Singapore 485
San Jose 443
Palermo 380
Fairfield 338
Hong Kong 209
Chandler 191
Woodbridge 163
Seattle 160
Council Bluffs 143
Zgierz 142
Wilmington 136
Houston 128
Moscow 128
Ann Arbor 113
Beijing 112
Rome 106
Cambridge 104
Tokyo 95
Dallas 92
New York 88
Los Angeles 82
Ho Chi Minh City 79
Milan 78
Dublin 74
Santa Clara 71
Medford 64
Lauterbourg 62
Hanoi 56
Chicago 45
Naples 45
The Dalles 44
Buffalo 41
Princeton 40
Frankfurt am Main 38
Des Moines 35
Hefei 35
Toronto 31
Boardman 30
São Paulo 28
Helsinki 27
Nanjing 26
London 23
Orem 23
Turin 23
Catania 22
Lawrence 21
Altamura 20
Genoa 20
Paris 20
Bari 18
Changsha 18
Jacksonville 18
San Diego 18
Lappeenranta 17
Brussels 16
Florence 16
Ludwigshafen am Rhein 16
Atlanta 15
Denver 15
Montreal 15
Hebei 14
Brooklyn 13
Foggia 13
Phoenix 13
Brasília 12
Guangzhou 12
Mexico City 12
Miami 12
Munich 12
Sciara 12
Shenyang 12
Da Nang 11
Kingston 11
Poplar 11
San José 11
Chennai 10
Manchester 10
Napoli 10
Rio de Janeiro 10
Tashkent 10
Verona 10
Warsaw 10
Bologna 9
Caracas 9
Columbus 9
Haiphong 9
Jiaxing 9
Jinan 9
Kuala Lumpur 9
Las Vegas 9
Mumbai 9
San Francisco 9
Zurich 9
Asunción 8
Lausanne 8
Nanchang 8
Porto Alegre 8
Salerno 8
Amman 7
Totale 6.189
Nome #
Semi-Automated rock block volume extraction from high-resolution 3D point clouds for enhanced rockfall hazard analysis 368
Yielding of a quartz sand from saturated to dry state 277
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce 246
Caratterizzazione geotecnica del comporportamentodi una grande frana in argille varicolori in Sicilia 240
Microstructure Characteristics of Unsaturated Compacted Scaly Clay 221
Experimental study of a naturally weathered stiff clay 219
Prova di campo per i lavori di trattamento delle terre argillose con calce per lavori stradali e ferroviari [Field test of lime treatment of clayey soils for railways and road works] 217
ANALISI DEI MECCANISMI DI RIATTIVAZIONE DI UN’AREA IN FRANA NEL BACINO DEL FIUME IMERA SETTENTRIONALE 205
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing 203
Shear Strength of a Compacted Scaly Clay from Suction-Controlled Triaxial Tests 202
Displacement Evolution of a Large Landslide in a Highly Fissured Clay 202
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici 200
Water retention behaviour of compacted and reconstituted scaly clays 196
CARATTERIZZAZIONE GEOTECNICA DI UN’ARGILLA DI ALTA PLASTICITAꞌ TRATTATA CON CALCE 195
Microstructure and mechanical behaviour of a saturated compacted scaly clay 192
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay 192
Microstructure and shear strength evolution of a lime-treated clay for use in road construction 190
A conceptual model to analyse a rainfall-induced slow-moving rock slide 189
Resistenza a taglio di un'argilla a scaglie compattata non satura 188
Analysis of the chemical and microstructural modifications effects on the hydro-mechanical behaviour of a lime-treated clay 187
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles 178
Evoluzione nel tempo degli spostamenti di un esteso corpo di frana 176
On the reactivation of a large landslide induced by rainfall in highly fissured clays 171
The residual shear strength of the shaly and sandy facies of the opalinus clay 170
Caratterizzazione geotecnica di un’argilla trattata con calce posta in rilevato 168
Analisi della microstruttura di un'argilla di alta plasticità trattata con calce 162
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles 158
Modulo resiliente di un’argilla a scaglie trattata con calce come parametro meccanico per l’impiego in strati di sottofondazione stradale 157
The permeable concrete: A low energy consumption solution for deep draining trenches 157
Comportamento idro-meccanico di terreni estrusi 155
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto 150
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay 149
STUDIO DEL DECORSO DEI CEDIMENTI DI UN RILEVATO STRADALE MEDIANTE MODELLAZIONE AGLI ELEMENTI FINITI 147
Resistenza a taglio di un'argilla a scaglie compattata non satura 146
Effect of extended drying on the mechanical behaviour of a sand 143
Progetto di un impianto geotermico di piccola potenza 142
Shear strength of a compacted scaly clay in variable saturation conditions 141
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays 140
DEFINIZIONE DEL VOLUME DEI BLOCCHI DA NUVOLE DI PUNTI 3D AD ALTA RISOLUZIONE PER UN’ANALISI AVANZATA DELLA PERICOLOSITÀ DA CROLLO 136
Evaluation of the In-Situ Behaviour of a Lime-Treated Clay in a Real-Scale Experimental Embankment 136
Modeling Round Robin Test: An Uncoupled Approach 135
Effetti del percorso di sollecitazione sul comportamento meccanico di un'argilla a scaglie compattata non satura sottoposta a cicli di imbibizione ed essiccamento 135
The shear strength of Opalinus Clay shale in the remoulded state 135
Activation of marble industry waste for sustainable stabilisation of clays 130
An integrated approach for the assessment of ground instabilities-induced damage on critical structures 127
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti 125
A Preliminary Investigation on the Use of a Marble Factory By-Product as a Sustainable Soil Stabiliser 124
Influence of a thin horizontal weak layer on the mechanical behaviour of shallow foundations resting on sand 122
Multidisciplinary Study on a Landslide Area Individuated by Using Statistical Methodologies Before and After the Last Reactivation 118
Using Terrestrial Laser Scanning Point Cloud for Block Volume Analysis in a Hazardous Rock Slope 117
Safeguarding historic towns on hilltops threatened by land sliding: The case of San Fratello in Sicily 115
APPLYING INDIRECT APPROACHES TO EVALUATE THE CONTRIBUTION OF THE ROCKFALL PHENOMENA TO THE EVOLUTION OF A ROCKY COAST IN NORTHERN SICILY (ITALY) 114
Preliminary investigation on a novel bacterium from a hydrothermal vent for biocementation of soils 114
On the Fabric of a 3D Printed Soil 114
Integrating 3D Point Cloud analysis for potentially unstable rock blocks characterization: a method for assessing size and shape distribution 111
Microstructural characterization of a 3D-printed soil 110
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests 103
HAZARD ASSESSMENT OF A ROCKY SLOPE OF MOUNT PELLEGRINO (NORTHERN SICILY): A COMPARATIVE STUDY OF DIRECT AND INDIRECT APPROACHES 102
Experimental Behaviour of Tensioner for Rigid Hangers of Arch Bridges 102
Stability of embankments resting on foundation soils with a weak layer 102
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests 101
Effetto dell'essiccamento prolungato sulla risposta meccanica dei terreni 100
La gestione del rischio di frana nei centri storici minori della Sicilia 99
PROPRIETÀ FILTRO DEL CALCESTRUZZO PERMEABILE PER APPLICAZIONI GEOTECNICHE 97
A Sustainable Option to Reuse Scaly Clays as Geomaterial for Earthworks 94
STUDIO PRELIMINARE SULLA STABILIZZAZIONE DEI TERRENI UTILIZZANDO UN SOTTOPRODOTTO DELL’INDUSTRIA DEL MARMO COME SOSTITUTO DI UN LEGANTE INDUSTRIALE 93
MECCANISMI DI ROTTURA DI UNA FONDAZIONE SUPERFICIALE POSTA SU UN BANCO DI TERRENO CHE INCLUDE UNO STRATO DEBOLE 83
Preface of "Geotechnical Engineering in the Digital and Technological Innovation Era" 83
Eggshell Lime for Soil Treatment 82
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths 81
Fabric evolution of a double-structured 3D-printed clayey soil upon drying 78
Creating Controlled-Double-Structured Soils Through 3D Printing 76
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay 76
Stabilizzazione dei terreni con un legante sostenibile da fanghi di segagione del marmo: prime evidenze sperimentali 70
UN MODELLO DI PREVISIONE DELLE PROPRIETÀ INDICE DEI TERRENI STAMPATI IN 3D 67
A regional-scale framework for landslide susceptibility and risk management: application to urban areas with significant cultural heritage in Sicily 57
Water retention behaviour of 3D-printed double-structured soil 57
Caratterizzazione geotecnica di un terreno argilloso stampato in 3D 49
Uno studio sull’effetto dell’essiccamento prolungato sulla risposta meccanica delle terre 36
DIGITAL TWIN BASED FRAMEWORK FOR ROCKFALL HAZARD ASSESSMENT: REMOTE ANALYSIS OF AN URBAN CLIFF IN PALERMO (ITALY) 33
The impact of intense and prolonged drying on ground instabilities 27
A Post-rockfall Event Analysis Based on 3D Point Cloud Investigation 27
The impact of intense and prolonged drying on ground instabilities: advances on the experimental results 25
Landslide Risk Management in Sicily 23
The impact of intense and prolonged drying on ground instabilities: challenges and approaches 23
The Influence of Nozzle Size on Fabric Evolution of Double-Structured 3D-Printed Soils 23
The impact of intense and prolonged drying on ground instabilities: evaluation of compressibility 20
A hydro-mechanical model for compound slow-moving rockslides with pre-existing open fractures 18
Structural and Geotechnical Collapse of an Accumulation and Dispersion Tank 17
Mean Features of the Pervious Concrete as Draining Material for Geotechnical Applications 17
Advancements in 3D soil printing for construction: Material development and technological challenges 17
THE NON-MONOTONIC SHAPE OF THE LOADING-COLLAPSE CURVE FOR PARTIALLY SATURATED SOILS 11
null 6
Totale 11.532
Categoria #
all - tutte 37.355
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 37.355


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022417 0 0 0 28 6 54 34 38 60 62 38 97
2022/2023739 72 123 47 67 59 124 51 53 64 18 39 22
2023/2024585 68 63 57 49 47 58 78 49 18 23 28 47
2024/20251.265 60 82 69 125 66 60 102 74 90 130 191 216
2025/20265.249 170 161 344 417 544 624 700 565 527 506 371 320
2026/20271.157 326 193 616 22 0 0 0 0 0 0 0 0
Totale 11.532