PORTO @ Archivio Istituzionale della Ricerca

TODARO, CARMINE
 Distribuzione geografica
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Continente #
NA - Nord America 3.048
EU - Europa 3.035
AS - Asia 2.267
SA - Sud America 395
OC - Oceania 45
AF - Africa 44
Continente sconosciuto - Info sul continente non disponibili 3
Totale 8.837
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Nazione #
US - Stati Uniti d'America 2.965
IT - Italia 1.492
SG - Singapore 982
CN - Cina 581
DE - Germania 389
BR - Brasile 294
FR - Francia 197
GB - Regno Unito 197
KR - Corea 178
BE - Belgio 141
VN - Vietnam 98
IE - Irlanda 83
TR - Turchia 69
FI - Finlandia 68
RU - Federazione Russa 68
NL - Olanda 64
CA - Canada 63
HK - Hong Kong 62
AT - Austria 61
IN - India 61
ID - Indonesia 45
AU - Australia 43
AR - Argentina 39
SE - Svezia 38
ES - Italia 37
BG - Bulgaria 35
UA - Ucraina 34
MY - Malesia 31
CH - Svizzera 28
JO - Giordania 28
IR - Iran 24
JP - Giappone 21
PL - Polonia 18
EC - Ecuador 15
IQ - Iraq 15
RO - Romania 15
PE - Perù 13
ZA - Sudafrica 13
MX - Messico 12
BD - Bangladesh 11
CL - Cile 11
GR - Grecia 11
VE - Venezuela 10
PK - Pakistan 9
LK - Sri Lanka 8
NO - Norvegia 8
PH - Filippine 8
LT - Lituania 7
MA - Marocco 7
TH - Thailandia 7
AE - Emirati Arabi Uniti 6
CO - Colombia 6
CZ - Repubblica Ceca 6
RS - Serbia 6
KE - Kenya 5
SI - Slovenia 5
UZ - Uzbekistan 5
DK - Danimarca 4
DZ - Algeria 4
EU - Europa 4
HR - Croazia 4
KZ - Kazakistan 4
NP - Nepal 4
TN - Tunisia 4
UY - Uruguay 4
CI - Costa d'Avorio 3
CR - Costa Rica 3
EG - Egitto 3
IL - Israele 3
AL - Albania 2
ET - Etiopia 2
GH - Ghana 2
LA - Repubblica Popolare Democratica del Laos 2
LV - Lettonia 2
NZ - Nuova Zelanda 2
PT - Portogallo 2
PY - Paraguay 2
SA - Arabia Saudita 2
TW - Taiwan 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BM - Bermuda 1
BO - Bolivia 1
BY - Bielorussia 1
BZ - Belize 1
CM - Camerun 1
EE - Estonia 1
GE - Georgia 1
HU - Ungheria 1
LB - Libano 1
LU - Lussemburgo 1
MD - Moldavia 1
MK - Macedonia 1
MQ - Martinica 1
OM - Oman 1
PA - Panama 1
QA - Qatar 1
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 8.837
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Città #
Turin 623
Singapore 566
Ashburn 523
Dallas 221
Chandler 219
Santa Clara 156
Brussels 133
Milan 129
Beijing 123
Boardman 118
Southend 115
Council Bluffs 112
Princeton 109
Torino 108
Seoul 104
Ann Arbor 96
Houston 94
Dublin 72
Berlin 65
New York 55
Munich 53
Los Angeles 49
Rome 49
Hefei 44
Guangzhou 39
Ho Chi Minh City 39
Vienna 38
Jakarta 36
Frankfurt am Main 35
Seattle 35
Woodbridge 32
São Paulo 31
Sofia 30
Wilmington 29
Buffalo 28
Columbus 28
Fairfield 27
Istanbul 27
Hong Kong 25
Nuremberg 25
Falls Church 23
Lappeenranta 23
Adelaide 21
Cambridge 21
Izmir 21
San Jose 21
Toronto 21
Helsinki 20
Hanoi 19
Mumbai 19
Borgosesia 18
Naples 18
Paris 17
Shanghai 17
Turku 17
Fremont 16
Rio de Janeiro 16
Erding 15
San Francisco 15
Delhi 14
Jacksonville 14
Menlo Park 14
San Ramon 14
London 13
San Donato Milanese 13
The Dalles 13
Tokyo 13
Amsterdam 12
Cangzhou 12
Genoa 12
Madrid 12
Mountain View 12
Nanjing 12
Redwood City 12
Warsaw 12
Lauterbourg 11
Reggio Emilia 11
Stockholm 11
Tongling 11
Montréal 10
North Bergen 10
Siena 10
Bochum 9
Chengdu 9
Chicago 9
Hangzhou 9
Johannesburg 9
Lecce 9
Palermo 9
Tappahannock 9
Basking Ridge 8
Cagliari 8
Denver 8
Hwasun-gun 8
Kunming 8
Mcallen 8
Norwalk 8
Redondo Beach 8
Washington 8
Andover 7
Totale 5.227
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Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 710
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 435
A new test device for the study of metal wear in conditioned granular soil used in EPB shield tunneling 421
Numerical study on backfilling the tail void using a two-component grout 215
Tunnel excavation with EPB: Development of new conditioning agents to reduce the amount of water required for soil conditioning 214
Marble sludge in two-component grout applications 203
Performance analysis of TBM excavation parameters related to small-diameter horizontal and inclined tunnels 202
The two-component grout in the tunnelling applications 197
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 194
Study of wear in conditioned granular soil by using a new test device 192
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 187
Construction methods 176
Italian guidelines for the risk classification, safety evaluation and monitoring of existing tunnels: An overview 167
Bentonite in two-component grout applications 161
Precision Rock Excavation: Beyond Controlled Blasting and Line Drilling 159
A statistical approach for the correlation between Cerchar Abrasivity Index and Uniaxial Compressive Strength of rocks 153
Industrial Explosives and their Applications for Rock Excavation 152
Reuse of EPB mucking for concrete production: A laboratory test campaign 151
Characteristics and testing of two-component grout in tunnelling applications 151
Soil conditioning tests of clay for EPB tunnelling 150
Maintenance and risk management of rockfall protection net fences through numerical study of damage influence 145
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 145
Long-term characterization of innovative backfilling grout for mechanized tunnelling via ultrasonic pulse velocity 144
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 143
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 140
Influence of chip-size on development of adhesion for conditioned clayey soils 139
Performance Analysis of Tunnel Boring Machines for Rock Excavation 134
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 131
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 131
Construction methods 131
Laboratory Test Campaign Aimed at the Analysis of an Uncommon Wear Phenomenon in a Marble Quarry 131
Cerchar Abrasivity test in tunnelling: a modified version for evaluating the performance of conditioning agents as wear preventers 128
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 128
The soil abrasion test apparatus: a literature review 122
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests 119
The role of bentonite in two-component grout: A comparative study 119
The technical and economic viability of the re-activation of the Ollomont underground abandoned Cu-mine (Aosta valley – Italy) 115
Influence of conditioning on the behaviour of alluvial soils with cobbles 115
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 115
The washing-out resistance of the two-component grout: A laboratory test campaign 108
Evaluation of foam application in providing required conditioning for EPB hard rock TBMs 107
Durability of Two-Component Grout in Tunneling Applications: A Laboratory Test Campaign 104
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 104
Occupational Health and Safety aspects 104
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 102
Environmental aspects 101
The phenomenon of tools’ wear in a marble quarry: laboratory tests to evaluate the performance of conditioning as a wear preventer 96
An innovative non-destructive approach for the shrinkage assessment in two-component grout application 95
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 95
Analysis of the foam penetration in the EPB excavation 94
Comparison of the Results of Analytical and Numerical Models of Pre-Reinforcement in Shallow Tunnels 93
An analysis of metal wear in rock excavation by TBM 90
Performance analysis of parallel hole-cuts based on dimensionless ratios 86
Evaluation of the time-dependency of the mechanical parameters of conditioned cohesionless soils 83
Elastic properties of two-component grouts at short curing times: The role of bentonite 78
Reuse of EPB-tunnelling excavated soil: An approach of logistic constraints estimation through modified Proctor test 75
Characterisation of Innovative Backfilling Grout Containing by-Products for Mechanised Tunnelling via Ultrasonic Pulse Velocity 70
Vibration and stresses induced in the rock due to the splitting of dimension stones’ exploitation 67
Grouting of cohesionless soils by means of colloidal nanosilica 62
Origin of the vibrations induced by tunnels’ excavation 59
Plants and job site organization 56
The Italian Approach for the Evaluation of the Potential Ecotoxicity of Spoil Material in EPB Excavation 32
Techniques for quarrying dimension stones through the controlled use of explosives 31
The challenge of tool consumption prediction in TBM excavation: The micro-hardness approach 28
Totale 9.085
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Categoria #
all - tutte 27.108
article - articoli 17.585
book - libri 410
conference - conferenze 6.304
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2.253
Totale 53.660
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021317 0 0 0 0 0 58 11 28 64 83 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
2025/20262.523 435 251 494 503 470 370 0 0 0 0 0 0
Totale 9.085