PORTO @ Archivio Istituzionale della Ricerca

TODARO, CARMINE
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 4.214
NA - Nord America 4.074
EU - Europa 4.037
SA - Sud America 458
AF - Africa 61
OC - Oceania 47
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.894
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 3.956
IT - Italia 1.851
SG - Singapore 1.220
VN - Vietnam 1.143
CN - Cina 659
RU - Federazione Russa 515
DE - Germania 412
BR - Brasile 339
KR - Corea 273
FR - Francia 271
HK - Hong Kong 267
GB - Regno Unito 219
IN - India 143
BE - Belgio 141
CA - Canada 89
IE - Irlanda 86
NL - Olanda 81
TR - Turchia 77
BD - Bangladesh 72
FI - Finlandia 70
AT - Austria 62
ID - Indonesia 50
ES - Italia 46
AU - Australia 45
SE - Svezia 44
AR - Argentina 42
JP - Giappone 42
UA - Ucraina 38
MY - Malesia 36
BG - Bulgaria 35
TH - Thailandia 35
PH - Filippine 33
JO - Giordania 31
IR - Iran 29
CH - Svizzera 28
PL - Polonia 28
IQ - Iraq 23
EC - Ecuador 20
RO - Romania 18
GR - Grecia 16
PK - Pakistan 16
ZA - Sudafrica 16
CL - Cile 15
MX - Messico 15
PE - Perù 15
TW - Taiwan 15
VE - Venezuela 13
MA - Marocco 12
NO - Norvegia 10
CZ - Repubblica Ceca 9
LT - Lituania 9
LK - Sri Lanka 8
IL - Israele 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
CO - Colombia 6
CR - Costa Rica 6
KE - Kenya 6
NP - Nepal 6
PT - Portogallo 6
SI - Slovenia 6
DK - Danimarca 5
DZ - Algeria 5
HR - Croazia 5
KZ - Kazakistan 5
SA - Arabia Saudita 5
TN - Tunisia 5
UZ - Uzbekistan 5
ET - Etiopia 4
EU - Europa 4
UY - Uruguay 4
CI - Costa d'Avorio 3
EG - Egitto 3
AL - Albania 2
BO - Bolivia 2
GH - Ghana 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MU - Mauritius 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
QA - Qatar 2
SN - Senegal 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BM - Bermuda 1
BY - Bielorussia 1
BZ - Belize 1
CM - Camerun 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GE - Georgia 1
GT - Guatemala 1
JM - Giamaica 1
KG - Kirghizistan 1
LB - Libano 1
LU - Lussemburgo 1
Totale 12.885
Salva come PNG Salva come JPEG
Città #
Singapore 745
Ashburn 679
Turin 664
San Jose 391
Ho Chi Minh City 307
Hanoi 275
Dallas 227
Chandler 219
Milan 215
Hong Kong 208
Council Bluffs 191
Santa Clara 180
Seoul 169
Los Angeles 159
Boardman 133
Brussels 133
Beijing 129
Southend 115
Princeton 109
Torino 108
Houston 99
Rome 98
Ann Arbor 96
New York 77
Dublin 75
Berlin 66
Lauterbourg 66
Munich 53
Moscow 51
Haiphong 48
Da Nang 46
Hefei 46
Frankfurt am Main 45
São Paulo 41
Guangzhou 40
Vienna 39
Jakarta 38
Buffalo 36
Seattle 36
Figino 35
Woodbridge 32
Istanbul 31
Sofia 30
Columbus 29
Wilmington 29
Fairfield 27
Toronto 26
Nuremberg 25
Naples 24
The Dalles 24
Falls Church 23
Lappeenranta 23
Genoa 22
Helsinki 22
Orem 22
Tokyo 22
Adelaide 21
Borgosesia 21
Cambridge 21
Izmir 21
Mumbai 21
Paris 21
London 19
Shanghai 19
Rio de Janeiro 18
Warsaw 18
Turku 17
Fremont 16
Madrid 16
Montreal 16
San Francisco 16
Chennai 15
Erding 15
Amsterdam 14
Biên Hòa 14
Delhi 14
Jacksonville 14
Menlo Park 14
San Ramon 14
Stockholm 14
Palermo 13
Piscataway 13
San Donato Milanese 13
Cangzhou 12
Chicago 12
Frisco 12
Mountain View 12
Nanjing 12
Redwood City 12
Baghdad 11
Groningen 11
Reggio Emilia 11
Thái Bình 11
Thái Nguyên 11
Tongling 11
Bari 10
Denver 10
Hangzhou 10
Johannesburg 10
Montréal 10
Totale 7.534
Salva come PNG Salva come JPEG
Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 773
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 490
A new test device for the study of metal wear in conditioned granular soil used in EPB shield tunneling 488
Tunnel excavation with EPB: Development of new conditioning agents to reduce the amount of water required for soil conditioning 339
Marble sludge in two-component grout applications 291
Performance analysis of TBM excavation parameters related to small-diameter horizontal and inclined tunnels 280
Italian guidelines for the risk classification, safety evaluation and monitoring of existing tunnels: An overview 275
Numerical study on backfilling the tail void using a two-component grout 265
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 255
Industrial Explosives and their Applications for Rock Excavation 244
The two-component grout in the tunnelling applications 238
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 237
The technical and economic viability of the re-activation of the Ollomont underground abandoned Cu-mine (Aosta valley – Italy) 235
Study of wear in conditioned granular soil by using a new test device 234
Long-term characterization of innovative backfilling grout for mechanized tunnelling via ultrasonic pulse velocity 233
Cerchar Abrasivity test in tunnelling: a modified version for evaluating the performance of conditioning agents as wear preventers 225
Reuse of EPB mucking for concrete production: A laboratory test campaign 224
Bentonite in two-component grout applications 218
Construction methods 216
Influence of chip-size on development of adhesion for conditioned clayey soils 215
Precision Rock Excavation: Beyond Controlled Blasting and Line Drilling 210
An innovative non-destructive approach for the shrinkage assessment in two-component grout application 207
A statistical approach for the correlation between Cerchar Abrasivity Index and Uniaxial Compressive Strength of rocks 206
Evaluation of foam application in providing required conditioning for EPB hard rock TBMs 204
Performance Analysis of Tunnel Boring Machines for Rock Excavation 201
Durability of Two-Component Grout in Tunneling Applications: A Laboratory Test Campaign 199
Characteristics and testing of two-component grout in tunnelling applications 199
Soil conditioning tests of clay for EPB tunnelling 196
The soil abrasion test apparatus: a literature review 195
The role of bentonite in two-component grout: A comparative study 192
The washing-out resistance of the two-component grout: A laboratory test campaign 190
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 188
Performance analysis of parallel hole-cuts based on dimensionless ratios 185
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 182
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 182
Maintenance and risk management of rockfall protection net fences through numerical study of damage influence 179
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 179
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 179
Laboratory Test Campaign Aimed at the Analysis of an Uncommon Wear Phenomenon in a Marble Quarry 179
The phenomenon of tools’ wear in a marble quarry: laboratory tests to evaluate the performance of conditioning as a wear preventer 178
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 178
Occupational Health and Safety aspects 171
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 168
Reuse of EPB-tunnelling excavated soil: An approach of logistic constraints estimation through modified Proctor test 165
Construction methods 163
Characterisation of Innovative Backfilling Grout Containing by-Products for Mechanised Tunnelling via Ultrasonic Pulse Velocity 163
Elastic properties of two-component grouts at short curing times: The role of bentonite 161
Influence of conditioning on the behaviour of alluvial soils with cobbles 158
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests 157
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 147
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 144
An analysis of metal wear in rock excavation by TBM 143
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 133
Environmental aspects 132
Comparison of the Results of Analytical and Numerical Models of Pre-Reinforcement in Shallow Tunnels 129
Evaluation of the time-dependency of the mechanical parameters of conditioned cohesionless soils 126
The Italian Approach for the Evaluation of the Potential Ecotoxicity of Spoil Material in EPB Excavation 125
The challenge of tool consumption prediction in TBM excavation: The micro-hardness approach 119
Analysis of the foam penetration in the EPB excavation 116
Grouting of cohesionless soils by means of colloidal nanosilica 113
Vibration and stresses induced in the rock due to the splitting of dimension stones’ exploitation 105
Techniques for quarrying dimension stones through the controlled use of explosives 101
Origin of the vibrations induced by tunnels’ excavation 87
Plants and job site organization 82
Sustainable Use of Waste Bentonite Slurry in Two-Component Grout Formulation for TBM: An Experimental Study 27
Short-term elastic characterization of an innovative non-cementitious bi-component grout by means of ultrasonic pulse velocity 20
Optimising Tunnel Blasting: Practical Approaches to Vibration Control and Safety in Underground Works 13
Seismic performance of existing tunnels affected by lining thickness reduction 4
Totale 13.155
Salva come PNG Salva come JPEG
Categoria #
all - tutte 34.236
article - articoli 21.663
book - libri 548
conference - conferenze 8.736
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.641
Totale 67.824
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202131 0 0 0 0 0 0 0 0 0 0 0 31
2021/2022713 20 28 95 33 19 33 13 64 111 40 96 161
2022/2023848 99 132 32 79 104 104 36 44 121 24 45 28
2023/2024703 14 84 28 40 27 84 46 56 52 42 129 101
2024/20252.492 66 171 118 414 204 156 199 230 270 129 241 294
2025/20266.593 435 251 494 503 470 374 1.015 485 1.303 598 234 431
Totale 13.155