PORTO @ Archivio Istituzionale della Ricerca

TODARO, CARMINE
 Distribuzione geografica
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Continente #
AS - Asia 4.131
NA - Nord America 3.810
EU - Europa 3.769
SA - Sud America 450
AF - Africa 61
OC - Oceania 46
Continente sconosciuto - Info sul continente non disponibili 3
Totale 12.270
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Nazione #
US - Stati Uniti d'America 3.707
IT - Italia 1.592
SG - Singapore 1.207
VN - Vietnam 1.143
CN - Cina 650
RU - Federazione Russa 515
DE - Germania 409
BR - Brasile 332
FR - Francia 271
KR - Corea 271
HK - Hong Kong 266
GB - Regno Unito 219
IN - India 143
BE - Belgio 141
IE - Irlanda 86
NL - Olanda 81
TR - Turchia 77
CA - Canada 76
FI - Finlandia 70
AT - Austria 62
ID - Indonesia 50
ES - Italia 46
AU - Australia 44
SE - Svezia 44
AR - Argentina 42
JP - Giappone 42
UA - Ucraina 38
MY - Malesia 36
BG - Bulgaria 35
TH - Thailandia 35
PH - Filippine 32
JO - Giordania 31
CH - Svizzera 28
IR - Iran 27
PL - Polonia 26
IQ - Iraq 23
EC - Ecuador 20
BD - Bangladesh 17
GR - Grecia 16
PK - Pakistan 16
RO - Romania 16
ZA - Sudafrica 16
CL - Cile 15
MX - Messico 15
TW - Taiwan 15
PE - Perù 14
VE - Venezuela 13
MA - Marocco 12
CZ - Repubblica Ceca 9
NO - Norvegia 9
LK - Sri Lanka 8
LT - Lituania 8
IL - Israele 7
RS - Serbia 7
AE - Emirati Arabi Uniti 6
CO - Colombia 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
CR - Costa Rica 4
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 12.261
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Città #
Singapore 743
Ashburn 663
Turin 644
San Jose 315
Ho Chi Minh City 307
Hanoi 275
Dallas 223
Chandler 219
Hong Kong 207
Santa Clara 174
Seoul 169
Council Bluffs 166
Los Angeles 147
Milan 138
Brussels 133
Beijing 129
Boardman 119
Southend 115
Princeton 109
Torino 108
Houston 97
Ann Arbor 96
Dublin 75
Berlin 66
Lauterbourg 66
New York 64
Rome 59
Munich 53
Moscow 51
Haiphong 48
Da Nang 46
Hefei 46
Frankfurt am Main 45
Guangzhou 40
Vienna 39
Jakarta 38
Seattle 35
São Paulo 34
Buffalo 32
Woodbridge 32
Istanbul 31
Sofia 30
Columbus 29
Wilmington 29
Fairfield 27
Nuremberg 25
Falls Church 23
Lappeenranta 23
Toronto 23
Helsinki 22
Orem 22
Tokyo 22
Adelaide 21
Borgosesia 21
Cambridge 21
Izmir 21
Mumbai 21
Paris 21
London 19
Shanghai 19
Naples 18
Rio de Janeiro 18
Warsaw 18
The Dalles 17
Turku 17
Fremont 16
Madrid 16
Chennai 15
Erding 15
San Francisco 15
Amsterdam 14
Biên Hòa 14
Delhi 14
Jacksonville 14
Menlo Park 14
San Ramon 14
Stockholm 14
San Donato Milanese 13
Cangzhou 12
Genoa 12
Montreal 12
Mountain View 12
Nanjing 12
Redwood City 12
Baghdad 11
Chicago 11
Groningen 11
Reggio Emilia 11
Thái Bình 11
Thái Nguyên 11
Tongling 11
Denver 10
Hangzhou 10
Johannesburg 10
Montréal 10
North Bergen 10
Palermo 10
Siena 10
Tân Tiến 10
Athens 9
Totale 7.149
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Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 765
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 485
A new test device for the study of metal wear in conditioned granular soil used in EPB shield tunneling 476
Tunnel excavation with EPB: Development of new conditioning agents to reduce the amount of water required for soil conditioning 305
Marble sludge in two-component grout applications 272
Numerical study on backfilling the tail void using a two-component grout 264
Performance analysis of TBM excavation parameters related to small-diameter horizontal and inclined tunnels 263
Italian guidelines for the risk classification, safety evaluation and monitoring of existing tunnels: An overview 255
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 251
The two-component grout in the tunnelling applications 236
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 234
Study of wear in conditioned granular soil by using a new test device 231
Industrial Explosives and their Applications for Rock Excavation 230
Long-term characterization of innovative backfilling grout for mechanized tunnelling via ultrasonic pulse velocity 222
Reuse of EPB mucking for concrete production: A laboratory test campaign 220
Construction methods 214
Bentonite in two-component grout applications 214
Cerchar Abrasivity test in tunnelling: a modified version for evaluating the performance of conditioning agents as wear preventers 212
Precision Rock Excavation: Beyond Controlled Blasting and Line Drilling 204
A statistical approach for the correlation between Cerchar Abrasivity Index and Uniaxial Compressive Strength of rocks 199
The technical and economic viability of the re-activation of the Ollomont underground abandoned Cu-mine (Aosta valley – Italy) 199
Influence of chip-size on development of adhesion for conditioned clayey soils 197
Performance Analysis of Tunnel Boring Machines for Rock Excavation 196
Characteristics and testing of two-component grout in tunnelling applications 194
Soil conditioning tests of clay for EPB tunnelling 194
The soil abrasion test apparatus: a literature review 187
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 186
An innovative non-destructive approach for the shrinkage assessment in two-component grout application 181
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 180
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 180
The washing-out resistance of the two-component grout: A laboratory test campaign 179
Maintenance and risk management of rockfall protection net fences through numerical study of damage influence 178
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 177
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 176
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 175
The role of bentonite in two-component grout: A comparative study 175
Evaluation of foam application in providing required conditioning for EPB hard rock TBMs 172
The phenomenon of tools’ wear in a marble quarry: laboratory tests to evaluate the performance of conditioning as a wear preventer 170
Occupational Health and Safety aspects 170
Laboratory Test Campaign Aimed at the Analysis of an Uncommon Wear Phenomenon in a Marble Quarry 169
Durability of Two-Component Grout in Tunneling Applications: A Laboratory Test Campaign 168
Performance analysis of parallel hole-cuts based on dimensionless ratios 167
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 166
Construction methods 162
Characterisation of Innovative Backfilling Grout Containing by-Products for Mechanised Tunnelling via Ultrasonic Pulse Velocity 155
Influence of conditioning on the behaviour of alluvial soils with cobbles 153
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests 152
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 145
Elastic properties of two-component grouts at short curing times: The role of bentonite 143
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 143
Reuse of EPB-tunnelling excavated soil: An approach of logistic constraints estimation through modified Proctor test 137
An analysis of metal wear in rock excavation by TBM 136
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 131
Environmental aspects 131
Comparison of the Results of Analytical and Numerical Models of Pre-Reinforcement in Shallow Tunnels 126
Evaluation of the time-dependency of the mechanical parameters of conditioned cohesionless soils 124
Analysis of the foam penetration in the EPB excavation 114
The Italian Approach for the Evaluation of the Potential Ecotoxicity of Spoil Material in EPB Excavation 109
The challenge of tool consumption prediction in TBM excavation: The micro-hardness approach 103
Vibration and stresses induced in the rock due to the splitting of dimension stones’ exploitation 101
Grouting of cohesionless soils by means of colloidal nanosilica 101
Techniques for quarrying dimension stones through the controlled use of explosives 92
Origin of the vibrations induced by tunnels’ excavation 84
Plants and job site organization 81
Sustainable Use of Waste Bentonite Slurry in Two-Component Grout Formulation for TBM: An Experimental Study 11
Totale 12.522
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Categoria #
all - tutte 32.142
article - articoli 20.469
book - libri 510
conference - conferenze 7.986
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.551
Totale 63.658
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202173 0 0 0 0 0 0 0 0 0 0 42 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
2025/20265.960 435 251 494 503 470 374 1.015 485 1.303 598 32 0
Totale 12.522