MARTINELLI, DANIELE
 Distribuzione geografica
Continente #
EU - Europa 4.592
NA - Nord America 4.421
AS - Asia 3.559
SA - Sud America 376
AF - Africa 40
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 4
Totale 13.013
Nazione #
US - Stati Uniti d'America 4.334
IT - Italia 1.664
SG - Singapore 1.039
VN - Vietnam 856
DE - Germania 816
CN - Cina 665
FR - Francia 464
GB - Regno Unito 442
RU - Federazione Russa 346
BR - Brasile 277
KR - Corea 226
HK - Hong Kong 163
UA - Ucraina 151
IN - India 137
TR - Turchia 115
IE - Irlanda 92
NL - Olanda 90
FI - Finlandia 74
BE - Belgio 70
AT - Austria 63
CA - Canada 55
SE - Svezia 53
CH - Svizzera 51
IR - Iran 51
MY - Malesia 48
PL - Polonia 44
ID - Indonesia 41
ES - Italia 36
AR - Argentina 34
JP - Giappone 30
JO - Giordania 29
BG - Bulgaria 28
TH - Thailandia 27
TW - Taiwan 25
PH - Filippine 24
CL - Cile 21
AU - Australia 20
IQ - Iraq 20
MX - Messico 18
RO - Romania 17
CZ - Repubblica Ceca 15
RS - Serbia 15
VE - Venezuela 15
BD - Bangladesh 14
EC - Ecuador 12
PK - Pakistan 12
ZA - Sudafrica 12
DK - Danimarca 9
LK - Sri Lanka 9
NP - Nepal 8
EU - Europa 6
LT - Lituania 6
PT - Portogallo 6
TN - Tunisia 6
AE - Emirati Arabi Uniti 5
CI - Costa d'Avorio 5
CO - Colombia 5
DZ - Algeria 5
IL - Israele 5
NO - Norvegia 5
PE - Perù 5
PY - Paraguay 5
GR - Grecia 4
KW - Kuwait 4
AZ - Azerbaigian 3
HR - Croazia 3
KE - Kenya 3
MA - Marocco 3
OM - Oman 3
PA - Panama 3
UZ - Uzbekistan 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
ET - Etiopia 2
JM - Giamaica 2
KZ - Kazakistan 2
SA - Arabia Saudita 2
SV - El Salvador 2
AI - Anguilla 1
AM - Armenia 1
BH - Bahrain 1
BM - Bermuda 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BS - Bahamas 1
BY - Bielorussia 1
BZ - Belize 1
CR - Costa Rica 1
EE - Estonia 1
EG - Egitto 1
GT - Guatemala 1
HU - Ungheria 1
LA - Repubblica Popolare Democratica del Laos 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
MQ - Martinica 1
NZ - Nuova Zelanda 1
PS - Palestinian Territory 1
SI - Slovenia 1
Totale 13.006
Città #
Ashburn 919
Singapore 617
Turin 444
Southend 308
Chandler 267
Ho Chi Minh City 243
San Jose 223
Hanoi 198
Boardman 193
Torino 152
Council Bluffs 148
Princeton 147
Dallas 135
Santa Clara 131
Beijing 129
Ann Arbor 128
Milan 120
Seattle 112
Seoul 111
Hong Kong 104
Houston 99
Rome 90
Berlin 87
Dublin 83
Wilmington 83
Los Angeles 76
Lauterbourg 66
Jacksonville 64
Brussels 58
Fairfield 58
New York 58
San Ramon 58
Izmir 50
Woodbridge 50
Munich 46
Frankfurt am Main 44
Helsinki 43
Shanghai 43
Cambridge 41
Da Nang 41
Guangzhou 39
Mountain View 37
Buffalo 36
San Francisco 35
Hefei 33
Vienna 33
Jakarta 31
San Donato Milanese 30
São Paulo 29
Dearborn 28
Bern 27
Haiphong 27
North Bergen 27
Columbus 26
Groningen 26
Istanbul 25
Moscow 25
Redwood City 23
Zhengzhou 22
Falls Church 21
Norwalk 21
Chennai 20
Chicago 20
Sofia 20
Basingstoke 18
Nuremberg 18
Overland Park 18
Paris 17
Orem 16
Toronto 16
Chengdu 15
Frankfurt 15
Fremont 15
Lecce 15
Monopoli 15
Santiago 15
Warsaw 15
Zaporozhye 15
Des Moines 14
Rio de Janeiro 14
Genoa 13
Lappeenranta 13
London 13
Malatya 13
Tokyo 13
Delhi 12
Galati 12
Hangzhou 12
Nanjing 12
Turku 12
Amsterdam 11
Borgosesia 11
The Dalles 11
Bangkok 10
Changsha 10
Denver 10
Lucknow 10
Mumbai 10
Prague 10
Siena 10
Totale 7.207
Nome #
Controllo delle barriere paramassi a rete per la loro gestione e manutenzione 767
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 764
Long term behavior of two component back-fill grout mix used in full face mechanized tunneling 698
Uso delle gallerie per la stabilizzione di versanti in frana 533
Mechanical behaviour of conditioned material for EPBS tunnelling 508
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 483
Progettazione e costruzione di un sito di caratterizzazione geologico-tecnica per un deposito di scorie nucleari in Finlandia 373
Feasibility study of tar sands conditioning for earth pressure balance tunnelling 346
Effect of soil conditioning on tool wear in soft ground tunnelling using shield machines تاثير فرآيري خاک ت سًظ آب ي ف مً برريي ميسان سایش ابسارحفاري با ماشيى اُي 334
NEW STUDY TO ASSESS THE GEOMECHANICAL BEHAVIOUR OF THE EXPANSION OF THE RODORETTO TALC MINE 328
Application of a Finite-Discrete Element Method Code for Modelling Rock Spalling in Tunnels: The Case of the Lyon-Turin Base Tunnel 249
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 249
Laboratory tests on soil conditioning of clayey soil 239
A rational method for assessing the occurrence of brittle failure in deep tunnels 238
In-situ experiment of thermally induced spalling of round shotcreted shafts in deep crystalline rock 234
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 228
Industrial Explosives and their Applications for Rock Excavation 226
Undrained behaviour of granular soils conditioned for EPB tunnelling – A new experimental procedure [Undräniertes Verhalten von grobkörnigen Böden für Vortriebe mit EPB-Schilden – Ein neues experimentelles Verfahren] 222
Construction methods 213
Method for estimating rockfall failure probability using photogrammetry 195
Characteristics and testing of two-component grout in tunnelling applications 194
Soil conditioning tests of clay for EPB tunnelling 194
Performance Analysis of Tunnel Boring Machines for Rock Excavation 193
Comparison of Mud Pressures Predicted with Different Constitutive Models in Anisotropic Shale Rocks 192
Analysis of the Stability of Openings Excavated in Anisotropic Rocks 192
Indagini sperimentali per l’ottimizzazione di scavi a cielo aperto in prossimità di un'area sensibile e densamente popolata 191
An experimental apparatus to estimate the shear strength of conditioned soil for EPB 187
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 185
The soil abrasion test apparatus: a literature review 182
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
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 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 175
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 175
Numerical spalling assessment methods in crystalline rock during the design of ONKALO rock characterisation facility 174
Conditioning of fractured rock masses for the excavation with EPB shields 170
A probabilistic approach to evaluate the risk due to a fire in unidirectional road tunnels ventilated by jet fans 169
Rock engineering design process in ONKALO rock characterization facility 164
Lesson Learnt from Operating Three Different Soil Abrasion Testing Systems, A Pathway to Find New Index of Abrasivity in Soft Ground Tunneling 164
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 163
Construction methods 161
The problem of flyrock in a limestone quarry in Northern Italy: analysis of the causes and mitigation interventions 160
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
Waterproofing of tunnels: Problems and construction aspects 150
Rock mechanical modelling of Keilaniemi metro station of Länsimetro in Finland 147
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 145
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 143
Extensive sensitivity analysis of the Kivenlahti metro center using DEM 134
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 128
Input data: geotechnics 124
3D slope stability analysis of a limestone quarry expansion in Northern Italy 115
Innovative techniques and technologies for underground construction and implications of OS&H 96
Totale 13.247
Categoria #
all - tutte 32.897
article - articoli 18.908
book - libri 502
conference - conferenze 10.771
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.727
Totale 64.805


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021238 0 0 0 0 0 0 0 0 0 138 75 25
2021/2022777 28 60 39 20 21 49 45 49 102 50 115 199
2022/20231.089 193 175 33 90 116 117 50 51 137 14 62 51
2023/2024588 32 81 38 25 27 63 67 44 48 34 76 53
2024/20251.843 58 212 95 242 170 117 99 175 208 117 159 191
2025/20264.307 285 218 300 378 354 288 748 382 924 430 0 0
Totale 13.247