ORESTE, PIERPAOLO
 Distribuzione geografica
Continente #
EU - Europa 23.122
NA - Nord America 19.196
AS - Asia 5.584
SA - Sud America 613
AF - Africa 128
OC - Oceania 75
Continente sconosciuto - Info sul continente non disponibili 6
Totale 48.724
Nazione #
US - Stati Uniti d'America 18.868
IT - Italia 7.810
DE - Germania 4.023
GB - Regno Unito 3.271
FR - Francia 3.250
CN - Cina 2.163
UA - Ucraina 1.459
SG - Singapore 1.449
TR - Turchia 598
NL - Olanda 531
BR - Brasile 490
RU - Federazione Russa 486
IE - Irlanda 445
CH - Svizzera 425
KR - Corea 400
SE - Svezia 284
CA - Canada 268
FI - Finlandia 249
IN - India 175
BE - Belgio 173
IR - Iran 158
AT - Austria 127
AP - ???statistics.table.value.countryCode.AP??? 112
HK - Hong Kong 102
JP - Giappone 97
ES - Italia 95
AU - Australia 71
ID - Indonesia 68
MY - Malesia 48
TW - Taiwan 48
MX - Messico 45
BG - Bulgaria 43
JO - Giordania 39
CZ - Repubblica Ceca 38
VN - Vietnam 38
CO - Colombia 37
DZ - Algeria 34
GR - Grecia 33
RO - Romania 32
NO - Norvegia 31
SK - Slovacchia (Repubblica Slovacca) 28
CL - Cile 26
PL - Polonia 26
EU - Europa 25
IL - Israele 25
DK - Danimarca 22
SA - Arabia Saudita 18
PH - Filippine 17
EC - Ecuador 16
LV - Lettonia 16
MA - Marocco 16
PK - Pakistan 16
SI - Slovenia 16
LT - Lituania 15
SN - Senegal 15
ZA - Sudafrica 15
EG - Egitto 14
AE - Emirati Arabi Uniti 13
IQ - Iraq 12
PE - Perù 12
SY - Repubblica araba siriana 12
AR - Argentina 11
BD - Bangladesh 11
EE - Estonia 11
VE - Venezuela 11
BO - Bolivia 10
QA - Qatar 10
AL - Albania 9
BY - Bielorussia 9
HR - Croazia 9
UZ - Uzbekistan 9
HU - Ungheria 8
KE - Kenya 8
ME - Montenegro 8
NG - Nigeria 8
GH - Ghana 7
PA - Panama 7
PT - Portogallo 7
RS - Serbia 7
TH - Thailandia 7
AZ - Azerbaigian 6
NP - Nepal 5
SC - Seychelles 5
BA - Bosnia-Erzegovina 4
KZ - Kazakistan 4
NZ - Nuova Zelanda 4
OM - Oman 4
JM - Giamaica 3
LB - Libano 3
AM - Armenia 2
CY - Cipro 2
ET - Etiopia 2
GE - Georgia 2
GT - Guatemala 2
KH - Cambogia 2
LU - Lussemburgo 2
MK - Macedonia 2
PS - Palestinian Territory 2
TN - Tunisia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
Totale 48.714
Città #
Ashburn 5.511
Southend 2.893
Seattle 1.919
Rome 1.890
Fairfield 969
Turin 931
Chandler 816
Princeton 776
Jacksonville 735
Singapore 544
Chicago 538
San Ramon 531
Boardman 513
Woodbridge 506
Houston 490
Ann Arbor 486
Beijing 477
Berlin 451
Izmir 442
Dublin 413
Wilmington 392
Milan 382
Hangzhou 375
Torino 364
Cambridge 334
Bern 320
Shanghai 318
Des Moines 290
Frankfurt 282
Santa Clara 268
Zhengzhou 262
San Donato Milanese 242
Herkenbosch 228
Helsinki 214
Loreto 192
Zaporozhye 173
Baltimore 172
Mountain View 165
Brussels 159
Pennsylvania Furnace 157
Council Bluffs 145
Saint Petersburg 145
Overberg 144
Redwood City 97
Padua 88
Monopoli 86
Guangzhou 74
Amsterdam 69
Bologna 68
The Dalles 67
Naples 63
San Francisco 62
Chengdu 55
Jakarta 55
Lecce 52
Genova 50
New York 49
Zurich 49
Atlanta 48
San Diego 48
Washington 48
London 46
Madrid 44
Norwalk 44
Chennai 43
Vienna 43
Shenzhen 42
Istanbul 41
Pavia 38
Redmond 38
São Paulo 38
Fremont 37
Florence 36
Buffalo 35
Nanjing 35
Toronto 35
Verona 35
Sakarya 34
Los Angeles 33
Malatya 33
Belo Horizonte 32
Hong Kong 32
Yubileyny 32
Nuremberg 30
Wuhan 30
Hanoi 29
Lappeenranta 29
Changsha 28
Falls Church 28
Jinan 27
Xian 27
Modena 26
Paris 26
San Antonio 26
Seoul 26
Udine 26
Bari 25
Marsala 24
Occhiobello 24
Bratislava 23
Totale 29.962
Nome #
The Convergence-Confinement Method: Roles and Limits in Modern Geomechanical Tunnel Design 2.031
A new theory for steel pipe umbrella design in tunnelling 660
Aspetti Notevoli dell'Analisi e Dimensionamento dei Sostegni di Gallerie attraverso i Metodi di Calcolo Numerici 549
Il Dimensionamento della Bullonatura Radiale Passiva in Galleria attraverso Analisi Tensionali e Deformative nella Barra e nella Roccia 510
Analisi dell'influenza delle incertezze dei parametri geotecnici sul fattore di sicurezza di rivestimenti di gallerie 487
AUTOMATIC MEASUREMENT OF DRILLING PARAMETERS TO EVALUATE THE MECHANICAL PROPERTIES OF SOILS 462
Il Controllo della Convergenza nei Pre-Rivestimenti Rigidi in Galleria 459
Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground 453
Cava Madre di Candoglia: Back-Analysis della Caverna per l'estensione della Coltivazione Mineraria 450
Tecniche di Back-Analysis per il Miglioramento della Conoscenza della Roccia nelle Costruzioni in Sotterraneo 443
Productivity and working costs of modern trench-cutters for the construction of concrete diaphragms in an urban environment 409
Dimensionamento di fondazioni di barriere paramassi 404
Dispense del Corso Geologia Applicata II 400
Main aspects of tunnel muck recycling 394
Una grande caverna per l'estrazione di pietra ornamentale: il caso della Cava Madre del Duomo di Milano a Candoglia (VCO) 375
TECNICA ESTRATTIVA E STORIA NELLA CAVA MADRE DI CANDOGLIA 362
The Pretunnel Method, a new Italian Technology for Full-Face Tunnel Excavation: a Numerical Approach to Design 354
Study of the influence of sub-horizontal fiber-glass pipes on the stability of a tunnel face 351
The Aggregates from Tunnel Muck and their Use as Secondary Raw Material: The Case Study of Turin Underground 344
Numerical study of low depth tunnel behaviour 342
Technical–operational comparison between trench-cutters and clam excavators for concrete diaphragm construction in underground works at shallow depths 339
Experimental and analytical studies of the parameters influencing the action of TBM disc tools in tunnelling 336
Problems concerning cutting tool performance during TBM work: modelisation and testing of the rock under the action of the tool 335
2D numerical investigation of segmental tunnel lining behavior 315
La stabilizzazione del fronte di scavo nelle gallerie superficiali mediante chiodi in vetroresinacap. 12 301
A Procedure for determining the reaction curve of shotcrete lining considering transient conditions 300
Dispense del Corso Consolidamento dei Terreni - Esercitazioni 295
A new approach for ground reinforcing design in tunnelling 288
The Wear of Tunnel Boring Machine Excavation Tools in Rock 282
3D GIS Supporting Underground Urbanisation in the City of Turin (Italy) 281
Stability Analysis of a Large Cavern in Italy forQuarrying Exploitation of a Pink Marble 279
2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour 279
Alkali Aggregate Reaction for Concrete Made with Tunnel Muck: Experimental Investigations 279
3D numerical investigation of mechanized twin tunnels in soft ground - Influence of lagging distance between two tunnel faces 274
La progettazione degli infilaggi in avanzamento nella costruzione di gallerie 273
Experimental and Numerical Studies on Rock Breaking with TBM Tools under High Stress Confinement 273
Ceppo Morelli Block-Falls Probability Study to Support the Decision of Excavating a by-Pass Tunnel 272
A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports 272
Rodoretto talc mine (To, Italy): studies for the optimizationof the cemented backfilling 269
Cemented backfilling in the Fontane underground talc mine 265
Laboratory tests to study the influence of rock stress confinementon the performances of TBM discs in tunnels 265
3D modelling for mechanized tunnelling in soft ground-influence of the constitutive model 265
Radial Passive Rockbolting in Tunnelling Design with a new Convergence-Confinement Model 264
Prediction of penetration per revolution in TBM tunneling as a function of intact rock and rock mass characteristics 262
Metodo delle Curve Caratteristiche per lo Studio delle Tecniche di Rinforzo in Galleria 260
An Applied Study on the Debris Recycling in Tunnelling 260
Analysis of the problems connected to the sinking of microTBMs in difficult grounds 258
Tunnel static behavior assessed by a probabilistic approach to the back-analysis 257
Comportamento di Bulloni Passivi in Galleria: un Nuovo Modello di Simulazione 256
Key factors in the face stability analysis of shallow tunnels 256
Aspetti progettuali degli imbocchi delle gallerie stradali 255
Theoretical Study on the TBM Tool-Rock Interaction 248
Analysis of Structural Interaction in Tunnels using the Convergence-Confinement Approach 247
TIME-TBM: un metodo per la valutazione probabilistica dei tempi di avanzamento delle TBM nei grandi trafori di base alpini 246
A new numerical approach to the hyperstatic reaction method for segmental tunnel linings 246
Face reinforcement in deep tunnels 245
How safe is underground natural gas storage? Gas Storage Delta-Pressure:Story of a Successful Application 245
Sub-level Stoping in an Underground Limestone Quarry: an Analysis of the State of Stress in an Evolutionary Scenario 244
Analytical-numerical solution for stress distribution around tunnel reinforced by radial fully grouted rockbolts 243
Convergence-control approach for rock tunnels reinforced by grouted bolts, using the homogenization concept 242
A Combined Analytical and Numerical Approach for the Evaluation of Radial Loads on the Lining of Vertical Shafts 241
MODELLING PROGRESSIVE HARDENING OF SHOTCRETE IN CONVERGENCE-CONFINEMENT APPROACH TO TUNNEL DESIGN 241
Tunnelling in urban areas by EPB machines: technical evaluation of the system 239
Design criteria for production blasting in an underground quarry: an example of application of the BDI theory 238
2D numerical investigations of twin tunnel interaction 237
Analysis of the Tunnel Boring Machine Advancement on the Bologna-Florence Railway Link 236
Steel pipe umbrella - design procedure 235
Performance and modelling of indenters and cutting tools for the assessment of rock tunnelling borability 235
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: The influence of the joint pattern 234
DEEP TUNNEL EXCAVATIONS USING TUNNEL BORING MACHINES 233
How safe is underground natural gas storage?Gas Storage Delta-Pressure: Story of a Successful Application. 232
The Candoglia quarry: the stability of the large room and the enlargement of the recoverable marble rock body 231
2D numerical investigation of segmental tunnel lining under seismic loading 231
3D numerical investigation on the interaction between mechanized twin tunnels in soft ground 231
Subsurface geological-geotechnical modelling to sustain underground civil planning 231
Practical method for the design of pretensioned fully grouted rockbolts in tunnels 229
Laboratory tests on the performances of the TBM tools under high confinement. 228
Stabilisation of the Excavation Face in Shallow TunnelsUsing Fibreglass Dowels 228
Investigations into the reinforcing design for a rock slope located above highway tunnel portals in Italy 228
Three-dimensional numerical simulation of mechanized twin stacked tunnels in soft ground 227
Analysis of the tunnel-support interaction through a probabilistic approach 226
L'interazione utensile-roccia nelle macchine di scavo per roccia 222
La meccanica dell'abbattimento con frese a piena sezione per rocce dure (TBM) ed i modelli di prestazione delle macchine 221
Metodi di analisi e dimensionamento di sostegni e rinforzi per pendii naturali o di scavo in roccia 221
Key Points for the structural approval of tunnels 220
An analysis of the action of dowels on the stabilisation of rock blocks on underground excavation walls 219
Il metodo convergenza-cofinamento: ruolo e limiti nella moderna progettazione geotecnica delle gallerie 218
The International multimodal transport of hazardous goods and waste 218
Distinct analysis of fully grouted bolts around a circular tunnel considering the congruence of displacements between the bar and the rock 216
Elasto-plastic analytical model for the design of grouted bolts in a Hoek-Brown medium, International Journal for Numerical and Analytical Methods in Geomechanics 215
Il Metodo delle Curve Caratteristiche 214
I consolidamenti nello scavo delle gallerie 214
Stress and strain state in the segmental linings during mechanized tunnelling 214
Simplified analysis of the lining behavior during earthquakes in deep rock tunnels 214
A probabilistic design approach for tunnel supports 212
Back-analysis techniques for the improvement of the understanding of rock in underground constructions 212
The evaluation of the groundwater influence on the stress and strain behavior around a tunnel by analytical methods 210
The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method 207
AXISYMMETRIC ANALYSIS OF GROUND REINFORCING TUNNELLING DESIGN 207
Analysis of the interaction between the lining of a TBM tunnel and the ground using the convergence-Confinement method 205
Totale 30.080
Categoria #
all - tutte 137.128
article - articoli 86.097
book - libri 666
conference - conferenze 40.229
curatela - curatele 0
other - altro 6.390
patent - brevetti 0
selected - selezionate 0
volume - volumi 3.746
Totale 274.256


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020210 0 0 0 0 0 0 0 0 0 0 126 84
2020/20212.995 488 368 101 348 156 364 117 240 166 338 232 77
2021/20222.357 117 156 24 82 108 215 73 119 81 106 344 932
2022/20233.803 449 603 69 227 316 508 506 164 347 37 202 375
2023/20241.351 106 145 132 73 137 103 93 94 52 84 121 211
2024/20254.068 203 672 252 552 324 250 210 280 794 348 183 0
Totale 49.210