MARTINELLI, DANIELE
 Distribuzione geografica
Continente #
EU - Europa 4.044
NA - Nord America 3.828
AS - Asia 2.146
SA - Sud America 310
AF - Africa 25
OC - Oceania 21
Continente sconosciuto - Info sul continente non disponibili 4
Totale 10.378
Nazione #
US - Stati Uniti d'America 3.760
IT - Italia 1.588
SG - Singapore 860
DE - Germania 789
CN - Cina 616
GB - Regno Unito 415
FR - Francia 398
BR - Brasile 241
KR - Corea 163
UA - Ucraina 149
TR - Turchia 111
IE - Irlanda 91
BE - Belgio 70
RU - Federazione Russa 69
VN - Vietnam 68
FI - Finlandia 67
IN - India 65
NL - Olanda 63
AT - Austria 61
CH - Svizzera 51
SE - Svezia 51
CA - Canada 46
IR - Iran 46
HK - Hong Kong 45
MY - Malesia 40
PL - Polonia 39
ID - Indonesia 36
ES - Italia 29
BG - Bulgaria 28
JO - Giordania 27
AR - Argentina 24
AU - Australia 20
CL - Cile 17
RO - Romania 17
JP - Giappone 15
MX - Messico 12
CZ - Repubblica Ceca 10
IQ - Iraq 10
EC - Ecuador 9
LK - Sri Lanka 9
RS - Serbia 9
TW - Taiwan 9
VE - Venezuela 9
ZA - Sudafrica 7
EU - Europa 6
PH - Filippine 6
BD - Bangladesh 5
CI - Costa d'Avorio 5
DK - Danimarca 5
LT - Lituania 5
NP - Nepal 5
KW - Kuwait 4
NO - Norvegia 4
PE - Perù 4
PT - Portogallo 4
TN - Tunisia 4
AE - Emirati Arabi Uniti 3
CO - Colombia 3
GR - Grecia 3
HR - Croazia 3
MA - Marocco 3
PA - Panama 3
PK - Pakistan 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
DZ - Algeria 2
IL - Israele 2
KE - Kenya 2
KZ - Kazakistan 2
PY - Paraguay 2
UZ - Uzbekistan 2
AZ - Azerbaigian 1
BM - Bermuda 1
BN - Brunei Darussalam 1
BZ - Belize 1
CR - Costa Rica 1
EE - Estonia 1
EG - Egitto 1
GT - Guatemala 1
HU - Ungheria 1
JM - Giamaica 1
LA - Repubblica Popolare Democratica del Laos 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
MQ - Martinica 1
NZ - Nuova Zelanda 1
OM - Oman 1
SK - Slovacchia (Repubblica Slovacca) 1
SM - San Marino 1
SV - El Salvador 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.378
Città #
Ashburn 800
Singapore 484
Turin 432
Southend 308
Chandler 267
Boardman 193
Torino 152
Princeton 147
Dallas 132
Ann Arbor 128
Santa Clara 124
Beijing 121
Seattle 112
Milan 110
Council Bluffs 100
Houston 96
Berlin 87
Rome 87
Wilmington 83
Dublin 82
Seoul 65
Jacksonville 64
Brussels 58
Fairfield 58
San Ramon 58
Izmir 50
Woodbridge 50
New York 49
Munich 46
Cambridge 41
Shanghai 40
Guangzhou 38
Mountain View 37
Buffalo 36
Helsinki 36
Los Angeles 36
San Francisco 35
Hefei 33
Vienna 31
San Donato Milanese 30
Jakarta 29
Dearborn 28
Frankfurt am Main 28
Ho Chi Minh City 28
Bern 27
Columbus 26
Istanbul 24
São Paulo 24
Redwood City 23
Falls Church 21
North Bergen 21
Norwalk 21
Zhengzhou 21
Sofia 20
Chicago 19
Overland Park 18
Nuremberg 17
Chengdu 15
Frankfurt 15
Fremont 15
Hanoi 15
Hong Kong 15
Lecce 15
Monopoli 15
Toronto 15
Zaporozhye 15
Chennai 14
Des Moines 14
Genoa 13
Lappeenranta 13
Malatya 13
Paris 13
Delhi 12
Galati 12
Hangzhou 12
Nanjing 12
Rio de Janeiro 12
Turku 12
Amsterdam 11
Lauterbourg 11
Santiago 11
The Dalles 11
Changsha 10
Lucknow 10
Siena 10
Warsaw 10
Colombo 9
Cupertino 9
Jinan 9
San Diego 9
Baltimore 8
Bochum 8
London 8
Menlo Park 8
Mumbai 8
Naples 8
Nürnberg 8
San Jose 8
Shenzhen 8
Wuhan 8
Totale 5.818
Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 701
Controllo delle barriere paramassi a rete per la loro gestione e manutenzione 692
Long term behavior of two component back-fill grout mix used in full face mechanized tunneling 608
Mechanical behaviour of conditioned material for EPBS tunnelling 459
Uso delle gallerie per la stabilizzione di versanti in frana 457
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 422
Progettazione e costruzione di un sito di caratterizzazione geologico-tecnica per un deposito di scorie nucleari in Finlandia 354
Feasibility study of tar sands conditioning for earth pressure balance tunnelling 321
NEW STUDY TO ASSESS THE GEOMECHANICAL BEHAVIOUR OF THE EXPANSION OF THE RODORETTO TALC MINE 295
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 293
Laboratory tests on soil conditioning of clayey soil 219
In-situ experiment of thermally induced spalling of round shotcreted shafts in deep crystalline rock 211
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] 198
Study of wear in conditioned granular soil by using a new test device 190
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 190
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 186
Application of a Finite-Discrete Element Method Code for Modelling Rock Spalling in Tunnels: The Case of the Lyon-Turin Base Tunnel 182
Construction methods 174
An experimental apparatus to estimate the shear strength of conditioned soil for EPB 161
Indagini sperimentali per l’ottimizzazione di scavi a cielo aperto in prossimità di un'area sensibile e densamente popolata 153
Analysis of the Stability of Openings Excavated in Anisotropic Rocks 153
Industrial Explosives and their Applications for Rock Excavation 152
Characteristics and testing of two-component grout in tunnelling applications 151
Soil conditioning tests of clay for EPB tunnelling 150
Numerical spalling assessment methods in crystalline rock during the design of ONKALO rock characterisation facility 148
Method for estimating rockfall failure probability using photogrammetry 147
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 142
Rock engineering design process in ONKALO rock characterization facility 140
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 139
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 138
A rational method for assessing the occurrence of brittle failure in deep tunnels 135
Rock mechanical modelling of Keilaniemi metro station of Länsimetro in Finland 133
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 131
Lesson Learnt from Operating Three Different Soil Abrasion Testing Systems, A Pathway to Find New Index of Abrasivity in Soft Ground Tunneling 130
Construction methods 129
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 127
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 127
Performance Analysis of Tunnel Boring Machines for Rock Excavation 125
The soil abrasion test apparatus: a literature review 120
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests 115
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 114
Influence of conditioning on the behaviour of alluvial soils with cobbles 113
Conditioning of fractured rock masses for the excavation with EPB shields 108
The washing-out resistance of the two-component grout: A laboratory test campaign 107
Comparison of Mud Pressures Predicted with Different Constitutive Models in Anisotropic Shale Rocks 104
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 100
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 98
A probabilistic approach to evaluate the risk due to a fire in unidirectional road tunnels ventilated by jet fans 96
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 95
Waterproofing of tunnels: Problems and construction aspects 90
The problem of flyrock in a limestone quarry in Northern Italy: analysis of the causes and mitigation interventions 86
Extensive sensitivity analysis of the Kivenlahti metro center using DEM 84
Innovative techniques and technologies for underground construction and implications of OS&H 76
Input data: geotechnics 74
3D slope stability analysis of a limestone quarry expansion in Northern Italy 69
Totale 10.612
Categoria #
all - tutte 29.042
article - articoli 16.888
book - libri 405
conference - conferenze 9.305
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.520
Totale 57.160


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021507 0 0 0 0 0 88 43 49 89 138 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
2025/20261.672 285 218 300 378 354 137 0 0 0 0 0 0
Totale 10.612