PORTO @ Archivio Istituzionale della Ricerca

MARTINELLI, DANIELE
 Distribuzione geografica
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Continente #
EU - Europa 3.962
NA - Nord America 3.676
AS - Asia 1.658
SA - Sud America 250
OC - Oceania 21
AF - Africa 19
Continente sconosciuto - Info sul continente non disponibili 4
Totale 9.590
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Nazione #
US - Stati Uniti d'America 3.615
IT - Italia 1.565
DE - Germania 772
CN - Cina 539
SG - Singapore 503
GB - Regno Unito 414
FR - Francia 388
BR - Brasile 208
KR - Corea 162
UA - Ucraina 149
TR - Turchia 110
IE - Irlanda 91
BE - Belgio 70
RU - Federazione Russa 66
IN - India 65
AT - Austria 60
FI - Finlandia 59
NL - Olanda 59
CH - Svizzera 51
SE - Svezia 47
IR - Iran 45
HK - Hong Kong 43
CA - Canada 42
MY - Malesia 38
PL - Polonia 35
VN - Vietnam 35
ID - Indonesia 31
BG - Bulgaria 28
JO - Giordania 27
ES - Italia 23
AU - Australia 20
RO - Romania 17
CL - Cile 14
JP - Giappone 12
AR - Argentina 10
CZ - Repubblica Ceca 10
MX - Messico 10
IQ - Iraq 9
LK - Sri Lanka 9
RS - Serbia 9
TW - Taiwan 9
EC - Ecuador 6
EU - Europa 6
PH - Filippine 6
ZA - Sudafrica 6
CI - Costa d'Avorio 5
DK - Danimarca 5
LT - Lituania 5
NP - Nepal 5
VE - Venezuela 5
BD - Bangladesh 4
NO - Norvegia 4
AE - Emirati Arabi Uniti 3
CO - Colombia 3
GR - Grecia 3
HR - Croazia 3
KW - Kuwait 3
MA - Marocco 3
PA - Panama 3
PT - Portogallo 3
TH - Thailandia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AL - Albania 2
IL - Israele 2
KZ - Kazakistan 2
PE - Perù 2
PY - Paraguay 2
UZ - Uzbekistan 2
BM - Bermuda 1
BN - Brunei Darussalam 1
BZ - Belize 1
CR - Costa Rica 1
DZ - Algeria 1
EE - Estonia 1
EG - Egitto 1
GT - Guatemala 1
HU - Ungheria 1
JM - Giamaica 1
KE - Kenya 1
LA - Repubblica Popolare Democratica del Laos 1
LV - Lettonia 1
LY - Libia 1
MD - Moldavia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PK - Pakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
SM - San Marino 1
SV - El Salvador 1
TN - Tunisia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.590
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Città #
Ashburn 745
Turin 430
Southend 308
Singapore 274
Chandler 267
Boardman 193
Torino 152
Princeton 147
Dallas 132
Ann Arbor 128
Santa Clara 115
Seattle 112
Council Bluffs 100
Milan 99
Houston 96
Beijing 94
Berlin 87
Rome 87
Wilmington 83
Dublin 82
Jacksonville 64
Seoul 64
Brussels 58
Fairfield 58
San Ramon 58
Izmir 50
Woodbridge 50
New York 47
Munich 46
Cambridge 41
Shanghai 39
Guangzhou 37
Mountain View 37
Helsinki 36
San Francisco 34
Hefei 33
Vienna 31
Buffalo 30
San Donato Milanese 30
Dearborn 28
Bern 27
Jakarta 27
Columbus 26
Istanbul 23
Los Angeles 23
Redwood City 23
Falls Church 21
Norwalk 21
Zhengzhou 21
Sofia 20
Chicago 19
São Paulo 19
Overland Park 18
Nuremberg 17
Ho Chi Minh City 16
Chengdu 15
Frankfurt 15
Fremont 15
Lecce 15
Monopoli 15
Zaporozhye 15
Chennai 14
Des Moines 14
Genoa 13
Hong Kong 13
Malatya 13
Paris 13
Toronto 13
Delhi 12
Frankfurt am Main 12
Galati 12
Hangzhou 12
Nanjing 12
Santiago 11
The Dalles 11
Amsterdam 10
Lappeenranta 10
Lucknow 10
Rio de Janeiro 10
Siena 10
Changsha 9
Colombo 9
Cupertino 9
Jinan 9
San Diego 9
Baltimore 8
Bochum 8
London 8
Menlo Park 8
Mumbai 8
Naples 8
Nürnberg 8
Wuhan 8
Acerra 7
Andover 7
Herkenbosch 7
Modena 7
Pennsylvania Furnace 7
San Antonio 7
Shenzhen 7
Totale 5.396
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Nome #
Test di laboratorio di iniezione per l’impermeabilizzazione e consolidamento di terreni granulari per mezzo di materiali innovativi 686
Controllo delle barriere paramassi a rete per la loro gestione e manutenzione 676
Long term behavior of two component back-fill grout mix used in full face mechanized tunneling 587
Uso delle gallerie per la stabilizzione di versanti in frana 443
Mechanical behaviour of conditioned material for EPBS tunnelling 441
Preliminary study of wear induced by granular soil on metallic parts of EPB tunnelling machines 403
Progettazione e costruzione di un sito di caratterizzazione geologico-tecnica per un deposito di scorie nucleari in Finlandia 347
Feasibility study of tar sands conditioning for earth pressure balance tunnelling 312
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 279
NEW STUDY TO ASSESS THE GEOMECHANICAL BEHAVIOUR OF THE EXPANSION OF THE RODORETTO TALC MINE 278
Laboratory tests on soil conditioning of clayey soil 212
In-situ experiment of thermally induced spalling of round shotcreted shafts in deep crystalline rock 198
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] 188
Study of wear in conditioned granular soil by using a new test device 179
A More Comprehensive Way to Analyze Foam Stability for EPB Tunnelling—Introduction of a Mathematical Characterization 168
Construction methods 159
Application of a Finite-Discrete Element Method Code for Modelling Rock Spalling in Tunnels: The Case of the Lyon-Turin Base Tunnel 153
An experimental apparatus to estimate the shear strength of conditioned soil for EPB 151
Indagini sperimentali per l’ottimizzazione di scavi a cielo aperto in prossimità di un'area sensibile e densamente popolata 142
Analysis of the Stability of Openings Excavated in Anisotropic Rocks 142
Soil conditioning tests of clay for EPB tunnelling 141
Numerical spalling assessment methods in crystalline rock during the design of ONKALO rock characterisation facility 139
Evaluation of the geo-mechanical properties property recovery in time of conditioned soil for EPB-TBM tunneling 138
Characteristics and testing of two-component grout in tunnelling applications 133
Short term strength behavior of two-component backfilling in shield tunneling: comparison between standard penetrometer test results and UCS 132
Soil conditioning in EPB shield tunnelling – An overview of laboratory tests 131
Rock engineering design process in ONKALO rock characterization facility 130
Industrial Explosives and their Applications for Rock Excavation 129
Rock mechanical modelling of Keilaniemi metro station of Länsimetro in Finland 129
Method for estimating rockfall failure probability using photogrammetry 126
The most common laboratory procedures for the evaluation of EPB TBMs excavated material ecotoxicity in Italy: A review 125
Lesson Learnt from Operating Three Different Soil Abrasion Testing Systems, A Pathway to Find New Index of Abrasivity in Soft Ground Tunneling 121
Two component backfilling in shield tunneling: laboratory procedure and results of a test campaign 117
Use of a large triaxial cell for testing conditioned soil for EPBS tunnelling 116
Modern approach for studying granular and cohesionless soil conditioning for EPB tunneling 115
Construction methods 115
Performance Analysis of Tunnel Boring Machines for Rock Excavation 109
A rational method for assessing the occurrence of brittle failure in deep tunnels 104
Influence of conditioning on the behaviour of alluvial soils with cobbles 102
Study of the shear strength evolution over time of two-component backfilling grout in shield tunnelling 102
The soil abrasion test apparatus: a literature review 100
Long-term durability assessment of PVC-P waterproofing geomembranes through laboratory tests 100
Conditioning of fractured rock masses for the excavation with EPB shields 98
The washing-out resistance of the two-component grout: A laboratory test campaign 97
Tilt sliding test to assess the behaviour of conditioned soil with large amount of cobbles 89
Ultrasonic measurements for assessing the elastic parameters of two-component grout used in full-face mechanized tunnelling 84
Waterproofing of tunnels: Problems and construction aspects 83
Comparison of Mud Pressures Predicted with Different Constitutive Models in Anisotropic Shale Rocks 82
Long-term durability analysis and lifetime prediction of PVC waterproofing membranes 79
A probabilistic approach to evaluate the risk due to a fire in unidirectional road tunnels ventilated by jet fans 78
The problem of flyrock in a limestone quarry in Northern Italy: analysis of the causes and mitigation interventions 73
Extensive sensitivity analysis of the Kivenlahti metro center using DEM 71
Innovative techniques and technologies for underground construction and implications of OS&H 71
Input data: geotechnics 62
3D slope stability analysis of a limestone quarry expansion in Northern Italy 59
Totale 9.824
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Categoria #
all - tutte 27.106
article - articoli 15.848
book - libri 352
conference - conferenze 8.599
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.424
Totale 53.329
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021576 0 0 0 35 34 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
2025/2026884 285 218 300 81 0 0 0 0 0 0 0 0
Totale 9.824