PORTO @ Archivio Istituzionale della Ricerca

TODARO, CARMINE
 Distribuzione geografica
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Continente #
NA - Nord America 4.420
AS - Asia 4.298
EU - Europa 4.203
SA - Sud America 469
Continente sconosciuto - Info sul continente non disponibili 268
AF - Africa 61
OC - Oceania 49
Totale 13.768
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Nazione #
US - Stati Uniti d'America 4.242
IT - Italia 1.986
SG - Singapore 1.239
VN - Vietnam 1.144
CN - Cina 665
RU - Federazione Russa 515
DE - Germania 425
BR - Brasile 344
KR - Corea 278
FR - Francia 275
HK - Hong Kong 270
GB - Regno Unito 220
IN - India 151
BE - Belgio 142
CA - Canada 129
BD - Bangladesh 107
IE - Irlanda 86
NL - Olanda 84
TR - Turchia 80
FI - Finlandia 72
AT - Austria 62
ID - Indonesia 51
AU - Australia 47
ES - Italia 47
SE - Svezia 45
AR - Argentina 43
JP - Giappone 42
UA - Ucraina 39
TH - Thailandia 37
MY - Malesia 36
BG - Bulgaria 35
PH - Filippine 33
JO - Giordania 31
CH - Svizzera 29
IR - Iran 29
PL - Polonia 28
IQ - Iraq 23
EC - Ecuador 22
RO - Romania 18
GR - Grecia 17
PK - Pakistan 17
ZA - Sudafrica 16
CL - Cile 15
MX - Messico 15
PE - Perù 15
TW - Taiwan 15
VE - Venezuela 13
MA - Marocco 12
CR - Costa Rica 10
NO - Norvegia 10
CO - Colombia 9
CZ - Repubblica Ceca 9
LT - Lituania 9
LK - Sri Lanka 8
IL - Israele 7
PT - Portogallo 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
KE - Kenya 6
NP - Nepal 6
SI - Slovenia 6
DK - Danimarca 5
DZ - Algeria 5
HR - Croazia 5
JM - Giamaica 5
KZ - Kazakistan 5
SA - Arabia Saudita 5
TN - Tunisia 5
UZ - Uzbekistan 5
ET - Etiopia 4
EU - Europa 4
GT - Guatemala 4
UY - Uruguay 4
CI - Costa d'Avorio 3
EG - Egitto 3
AL - Albania 2
BB - Barbados 2
BO - Bolivia 2
BY - Bielorussia 2
GH - Ghana 2
HN - Honduras 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
MQ - Martinica 2
MU - Mauritius 2
NI - Nicaragua 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
BS - Bahamas 1
BZ - Belize 1
CM - Camerun 1
DO - Repubblica Dominicana 1
Totale 13.489
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Città #
Singapore 747
Ashburn 718
Turin 674
San Jose 407
Ho Chi Minh City 308
Hanoi 275
Milan 263
Dallas 234
Council Bluffs 221
Chandler 219
Hong Kong 211
Santa Clara 190
Seoul 169
Los Angeles 164
Boardman 133
Brussels 133
Beijing 129
Rome 120
Southend 115
Princeton 109
Torino 108
Houston 100
Ann Arbor 96
New York 82
Dublin 75
Berlin 66
Lauterbourg 66
Munich 56
Moscow 51
Haiphong 48
Da Nang 46
Hefei 46
Frankfurt am Main 45
São Paulo 41
Guangzhou 40
Buffalo 39
Vienna 39
Jakarta 38
Seattle 37
Figino 36
Istanbul 33
Woodbridge 32
Sofia 30
Toronto 30
Wilmington 30
Columbus 29
Fairfield 28
The Dalles 28
Naples 27
Nuremberg 25
Orem 25
Sturgeon Falls 24
Falls Church 23
Genoa 23
Lappeenranta 23
Cambridge 22
Helsinki 22
Mumbai 22
Tokyo 22
Adelaide 21
Borgosesia 21
Izmir 21
Paris 21
Shanghai 20
London 19
Montreal 18
Rio de Janeiro 18
San Francisco 18
Warsaw 18
Turku 17
Chicago 16
Fremont 16
Frisco 16
Madrid 16
Chennai 15
Denver 15
Erding 15
Jacksonville 15
Amsterdam 14
Biên Hòa 14
Delhi 14
Menlo Park 14
Palermo 14
San Ramon 14
Stockholm 14
Phoenix 13
Piscataway 13
Reggio Emilia 13
San Donato Milanese 13
Cangzhou 12
Mountain View 12
Nanjing 12
Redwood City 12
Washington 12
Atlanta 11
Baghdad 11
Bangkok 11
Bari 11
Groningen 11
Thái Bình 11
Totale 7.804
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Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 790
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 501
A new test device for the study of metal wear in conditioned granular soil used in EPB shield tunneling 499
Tunnel excavation with EPB: Development of new conditioning agents to reduce the amount of water required for soil conditioning 358
Marble sludge in two-component grout applications 301
Italian guidelines for the risk classification, safety evaluation and monitoring of existing tunnels: An overview 299
Performance analysis of TBM excavation parameters related to small-diameter horizontal and inclined tunnels 288
Numerical study on backfilling the tail void using a two-component grout 282
Industrial Explosives and their Applications for Rock Excavation 275
The technical and economic viability of the re-activation of the Ollomont underground abandoned Cu-mine (Aosta valley – Italy) 266
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 264
The two-component grout in the tunnelling applications 243
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 240
Study of wear in conditioned granular soil by using a new test device 237
Long-term characterization of innovative backfilling grout for mechanized tunnelling via ultrasonic pulse velocity 236
Cerchar Abrasivity test in tunnelling: a modified version for evaluating the performance of conditioning agents as wear preventers 232
Bentonite in two-component grout applications 232
Evaluation of foam application in providing required conditioning for EPB hard rock TBMs 227
Reuse of EPB mucking for concrete production: A laboratory test campaign 226
Influence of chip-size on development of adhesion for conditioned clayey soils 223
Construction methods 222
A statistical approach for the correlation between Cerchar Abrasivity Index and Uniaxial Compressive Strength of rocks 218
Durability of Two-Component Grout in Tunneling Applications: A Laboratory Test Campaign 217
Precision Rock Excavation: Beyond Controlled Blasting and Line Drilling 214
An innovative non-destructive approach for the shrinkage assessment in two-component grout application 213
Performance Analysis of Tunnel Boring Machines for Rock Excavation 211
Characteristics and testing of two-component grout in tunnelling applications 202
The role of bentonite in two-component grout: A comparative study 201
The soil abrasion test apparatus: a literature review 199
Soil conditioning tests of clay for EPB tunnelling 199
The washing-out resistance of the two-component grout: A laboratory test campaign 194
Performance analysis of parallel hole-cuts based on dimensionless ratios 193
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 190
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 185
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 185
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 184
Laboratory Test Campaign Aimed at the Analysis of an Uncommon Wear Phenomenon in a Marble Quarry 184
The phenomenon of tools’ wear in a marble quarry: laboratory tests to evaluate the performance of conditioning as a wear preventer 183
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 182
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 181
Maintenance and risk management of rockfall protection net fences through numerical study of damage influence 180
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 180
Occupational Health and Safety aspects 176
Elastic properties of two-component grouts at short curing times: The role of bentonite 173
Reuse of EPB-tunnelling excavated soil: An approach of logistic constraints estimation through modified Proctor test 173
Characterisation of Innovative Backfilling Grout Containing by-Products for Mechanised Tunnelling via Ultrasonic Pulse Velocity 169
Construction methods 168
Influence of conditioning on the behaviour of alluvial soils with cobbles 163
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 149
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 146
An analysis of metal wear in rock excavation by TBM 144
The Italian Approach for the Evaluation of the Potential Ecotoxicity of Spoil Material in EPB Excavation 135
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 135
Comparison of the Results of Analytical and Numerical Models of Pre-Reinforcement in Shallow Tunnels 133
Environmental aspects 132
The challenge of tool consumption prediction in TBM excavation: The micro-hardness approach 129
Evaluation of the time-dependency of the mechanical parameters of conditioned cohesionless soils 128
Techniques for quarrying dimension stones through the controlled use of explosives 126
Grouting of cohesionless soils by means of colloidal nanosilica 120
Analysis of the foam penetration in the EPB excavation 119
Vibration and stresses induced in the rock due to the splitting of dimension stones’ exploitation 115
Origin of the vibrations induced by tunnels’ excavation 87
Plants and job site organization 83
Sustainable Use of Waste Bentonite Slurry in Two-Component Grout Formulation for TBM: An Experimental Study 44
Optimising Tunnel Blasting: Practical Approaches to Vibration Control and Safety in Underground Works 42
Short-term elastic characterization of an innovative non-cementitious bi-component grout by means of ultrasonic pulse velocity 34
Seismic performance of existing tunnels affected by lining thickness reduction 31
Mechanical characterisation of a two-component grout for tunnel construction 12
Stability of foam-aggregate mixtures for EPB tunnelling 9
Totale 13.768
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Categoria #
all - tutte 37.305
article - articoli 23.401
book - libri 617
conference - conferenze 9.808
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.799
Totale 73.930
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022665 0 0 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
2025/20266.685 435 251 494 503 470 374 1.015 485 1.303 598 234 523
2026/2027521 188 254 79 0 0 0 0 0 0 0 0 0
Totale 13.768