TONON, Fulvio
 Distribuzione geografica
Continente #
NA - Nord America 3.693
AS - Asia 2.590
EU - Europa 976
SA - Sud America 423
Continente sconosciuto - Info sul continente non disponibili 350
AF - Africa 54
OC - Oceania 7
Totale 8.093
Nazione #
US - Stati Uniti d'America 3.612
SG - Singapore 1.665
BR - Brasile 335
CN - Cina 307
UA - Ucraina 261
HK - Hong Kong 259
VN - Vietnam 157
RU - Federazione Russa 145
FR - Francia 114
IT - Italia 106
IE - Irlanda 102
DE - Germania 84
SE - Svezia 52
TR - Turchia 41
GB - Regno Unito 37
CA - Canada 36
AR - Argentina 28
IN - India 25
BD - Bangladesh 23
EC - Ecuador 21
MX - Messico 19
ID - Indonesia 18
BE - Belgio 14
ZA - Sudafrica 14
IQ - Iraq 12
VE - Venezuela 12
ES - Italia 11
PK - Pakistan 11
JP - Giappone 10
CO - Colombia 8
EU - Europa 8
NL - Olanda 8
FI - Finlandia 7
MA - Marocco 7
SA - Arabia Saudita 7
AE - Emirati Arabi Uniti 6
AU - Australia 6
CR - Costa Rica 6
OM - Oman 6
PY - Paraguay 6
EG - Egitto 5
IL - Israele 5
JM - Giamaica 5
KE - Kenya 5
PL - Polonia 5
AT - Austria 4
BO - Bolivia 4
CL - Cile 4
IR - Iran 4
PH - Filippine 4
TT - Trinidad e Tobago 4
UZ - Uzbekistan 4
AL - Albania 3
ET - Etiopia 3
KR - Corea 3
NP - Nepal 3
SK - Slovacchia (Repubblica Slovacca) 3
TH - Thailandia 3
TN - Tunisia 3
AZ - Azerbaigian 2
BF - Burkina Faso 2
BG - Bulgaria 2
BW - Botswana 2
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
GE - Georgia 2
HU - Ungheria 2
JO - Giordania 2
KW - Kuwait 2
LT - Lituania 2
MN - Mongolia 2
PE - Perù 2
PR - Porto Rico 2
PT - Portogallo 2
RO - Romania 2
RS - Serbia 2
SV - El Salvador 2
TZ - Tanzania 2
UY - Uruguay 2
XK - ???statistics.table.value.countryCode.XK??? 2
AM - Armenia 1
AW - Aruba 1
BB - Barbados 1
BH - Bahrain 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
CG - Congo 1
GH - Ghana 1
GR - Grecia 1
GY - Guiana 1
HN - Honduras 1
IS - Islanda 1
KG - Kirghizistan 1
KZ - Kazakistan 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
LY - Libia 1
MG - Madagascar 1
Totale 7.744
Città #
Singapore 573
Chandler 492
Hong Kong 256
Fairfield 218
Ashburn 210
Ann Arbor 186
San Jose 173
Beijing 163
Wilmington 138
Council Bluffs 126
Woodbridge 118
Boardman 113
Dublin 101
Princeton 101
Lauterbourg 93
Seattle 81
Houston 77
Cambridge 71
Des Moines 65
Jacksonville 54
Los Angeles 52
Ho Chi Minh City 50
Redondo Beach 39
Buffalo 36
Hanoi 36
Izmir 35
Ogden 35
Dearborn 33
São Paulo 27
Dallas 25
New York 23
Santa Clara 21
Norwalk 19
Frankfurt am Main 18
San Diego 18
Munich 15
Oderzo 15
The Dalles 15
Brussels 13
Chicago 13
Brooklyn 12
Redmond 12
Savignano Sul Rubicone 11
San Francisco 10
Tokyo 10
Belo Horizonte 9
Brasília 9
Compiègne 9
Milan 9
Phoenix 9
Boston 8
Haiphong 8
Montreal 8
Rio de Janeiro 8
Toronto 8
Amsterdam 7
Guayaquil 7
Porto Alegre 7
Curitiba 6
Denver 6
Johannesburg 6
Muscat 6
Orem 6
Quito 6
Rome 6
Trieste 6
Baghdad 5
Biên Hòa 5
Campinas 5
Chennai 5
Da Nang 5
Dong Ket 5
Falls Church 5
Fortaleza 5
Hefei 5
Lahore 5
London 5
Riyadh 5
Atlanta 4
Barcelona 4
Düsseldorf 4
Grafing 4
Helsinki 4
Miami 4
Pedro Leopoldo 4
Poplar 4
Qom 4
Salvador 4
San José 4
Tashkent 4
The Bronx 4
Tianjin 4
Warsaw 4
Addis Ababa 3
Ankara 3
Bologna 3
Buenos Aires 3
Caxias do Sul 3
Cincinnati 3
Cleveland 3
Totale 4.297
Nome #
Event tree and fault tree analysis in tunneling with imprecise probabilities 214
Rock fracture simulation for groundwater prediction in rock tunnels 203
Review of rock abrasion testing 193
Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening 162
Best Practices For Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations 152
Anisotropic dilatant behavior of rock fractures 152
Tunneling in difficult conditions: The squeezing case 143
Discrete element modeling of drop tests 139
Underground engineering for sustainable urban development 138
Photogrammetry for the Characterization of Rock Masses: Two Case Histories for Slopes and Caverns 134
Limiting equilibrium versus BS3D analysis of a tetrahedral rock block 127
Event-Tree Analysis with Imprecise Probabilities 126
Fracture cluster modeling for groundwater inflow prediction into rock tunnels using geostatistics 126
Visualizing uncertainty with uncertainty multiples 117
Decision analysis with imprecise probabilities: Optimal exploration plan for underground construction 115
Does elastic anisotropy significantly affect a tunnel's plane strain behavior? 111
Development of simple prism-and-wedge upper-bound model for support pressure for undrained tunnel face 111
Rock tunnel groundwater prediction in a simulated rock fracture network 102
Opere strutturali per l'ingegneria Territoriale 100
Opere strutturali per l'ingegneria Territoriale 98
A new membrane boundary for DEM modeling of triaxial tests on intact rock 95
ADECO as an alternative to NATM: 22 m wide, 14 m high, full face tunnel excavation in clays 91
Simplified Consideration for Permanent Rock Dowels in Block Theory and 2-D Limit Equilibrium Analyses 91
Bounding uncertainty in civil engineering: Theoretical background 88
Analysis of single rock blocks for general failure modes under conservative and non-conservative forces 88
Concept of random sets as applied to the design of structures and analysis of expert opinions for aircraft crash 87
Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels 86
Jsce-sf6 limitations for shear tests and astm d5607 shear tests on fiber-reinforced concrete 85
A search algorithm for calculating validated reliability bounds 83
Bayesian estimation of rock mass boundary conditions with applications to the AECL underground research laboratory 82
Anisotropy of the strength, deformability, and dilatancy of rock fractures 82
A random set approach to the optimization of uncertain structures 81
Using random set theory to calculate reliability bounds in situations of little information: An application to a finite element intermediate complexity wing model 81
Bounds on previsions and conditional probabilities on joint finite spaces under the assumption of independence in imprecise probability 81
Bayesian estimation of boundary conditions with application to deep tunneling 80
Aggregation of evidence from random and fuzzy sets 79
Stability of rock blocks subjected to high-velocity water jet impact 76
Some properties of a random set approximation to upper and lower distribution functions 76
Geotechnical Special Publication: Preface 76
Discrete element modeling of rock fragmentation upon impact in rock fall analysis 75
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 74
Closed-form solutions for a circular tunnel in elastic-brittle-plastic ground with the original and generalized Hoek-Brown failure criteria 74
Toward a definition and understanding of correlation for variables constrained by random relations 73
ADECO full-face tunnel excavation of two 260m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover 72
Risk analysis as design tool in fire-safety retrofit of two Italian tunnels 71
Closed-form and numerical solutions for the probability distribution function of fracture diameters 71
2D Rock-fall simulations taking into account rock fragmentation 70
Calibration of a discrete element model for intact rock up to its peak strength 70
Combined fuzzy and random-set approach to the multiobjective optimization of uncertain systems 69
ADECO as an alternative to NATM: How it works, why it works 69
Safety factor of a rock block 69
Selection of inter-row herbaceous covers in a sloping, organic, non-irrigated vineyard 68
Numerical models in discontinuous media: Review of advances for rock mechanics applications 68
Validation of a Modified Barton method and its use in numerical analysis for the stability valuation of key blocks in rock tunnels 68
On the use of random set theory to bracket the results of Monte Carlo simulations 66
Rock fragmentation module in 3-D rock-fall analysis 66
Degradation of rock fracture asperities in unloading, reloading, and reversal 66
Green's functions and boundary element method formulation for 3D anisotropic media 64
Quick consideration for rock dowels in block theory and equilibrium analyses 64
On the existence, uniqueness and correctness of the fracture diameter distribution given the fracture trace length distribution 63
Sequential excavation, NATM and ADECO: What they have in common and how they differ 63
Validation of general single rock block stability analysis 63
How many different faces of uncertainty in Civil Engineering? 63
Validation of general single rock block stability analysis (BS3D) for wedge failure 62
Discrete element modeling of impact fragmentation in rock fall analysis 62
Model Tests to Determine Properties of Concrete and Aggregates in Verification Core Holes at the Bottom of Drilled Shafts 60
Renovation of the 17th-century Ponte Lungo bridge in Chioggia, Italy 59
Coupling of BEM with a large displacement and rotation algorithm 59
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 59
Hybrid analysis of uncertainty: Probability, fuzziness and antioptimization 58
Reliability analysis of rock mass response by means of Random Set Theory 58
Toward a definition and understanding of correlation for variables constrained by random relations 58
Constitutive model for rock fractures: Revisiting Barton's empirical model 58
Pretunnel technology: Applications and design methods 57
Effect of air-drying duration on the engineering properties of four clay-bearing rocks in Texas 57
Probability bounds for series systems with variables constrained by sets of probability measures 57
Generalization of mauldon's and goodman's vector analysis of keyblock rotations 57
Determination of parameters range in rock engineering by means of random set theory 57
Reply to 'Comments on " Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case" ' 55
Definition of factor of safety for rock blocks 55
Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case 54
Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge, TX 54
Extreme probability distributions of random sets, fuzzy sets and p-boxes 53
Prediction of rock block stability and scour depth in plunge pools 53
Experimental validation of modified Barton's model for rock fractures 53
Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face 53
Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories 53
Replacement of pontesei bridge, Italy 52
Reliability-based design and construction issues for a micropile foundation in Costa Rica 52
Three-dimensional green’s functions in anisotropic piezoelectric solids 52
Methods for enlarging transportation tunnels while keeping tunnels fully operational 52
Numerical study of the effect of verification core hole on the point bearing capacity of drilled shafts 52
Multi-stage triaxial test on brittle rock 51
Using random set theory to propagate epistemic uncertainty through a mechanical system 51
Closure on the discussion of the paper: Generalization of Mauldon’s and Goodman’s vector analysis of keyblock rotations 51
Multiobjective Optimization of Uncertain Structures Through Fuzzy Set and Random Set Theory 50
Modeling triaxial test on intact rock using discrete element method with membrane boundary 50
Erratum: Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face (Rock Mech. Rock Engng. (2002) 35 3 (141-160)) 48
Stresses in anisotropic rock masses: An engineering perspective building on geological knowledge 48
Modeling Lac du Bonnet granite using a discrete element model 45
Totale 8.005
Categoria #
all - tutte 42.584
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 42.584


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022511 0 0 16 15 10 9 39 32 2 108 133 147
2022/20231.047 124 49 19 143 78 339 3 61 137 20 31 43
2023/2024315 52 85 5 5 38 18 8 33 59 3 2 7
2024/20251.789 8 118 47 38 193 108 71 54 168 84 334 566
2025/20262.362 98 321 260 187 481 235 300 82 97 154 111 36
2026/2027402 74 220 108 0 0 0 0 0 0 0 0 0
Totale 8.093