TONON, Fulvio
 Distribuzione geografica
Continente #
NA - Nord America 3.343
AS - Asia 2.562
EU - Europa 958
SA - Sud America 394
AF - Africa 52
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 7
Totale 7.326
Nazione #
US - Stati Uniti d'America 3.281
SG - Singapore 1.659
BR - Brasile 326
CN - Cina 307
UA - Ucraina 261
HK - Hong Kong 259
VN - Vietnam 154
RU - Federazione Russa 145
FR - Francia 112
IE - Irlanda 102
IT - Italia 94
DE - Germania 84
SE - Svezia 51
TR - Turchia 40
GB - Regno Unito 37
CA - Canada 30
AR - Argentina 25
IN - India 24
BD - Bangladesh 22
MX - Messico 18
BE - Belgio 14
EC - Ecuador 14
ZA - Sudafrica 14
IQ - Iraq 12
ID - Indonesia 11
PK - Pakistan 11
VE - Venezuela 11
ES - Italia 10
JP - Giappone 10
EU - Europa 8
NL - Olanda 8
FI - Finlandia 7
MA - Marocco 7
AU - Australia 6
OM - Oman 6
PY - Paraguay 6
EG - Egitto 5
IL - Israele 5
PL - Polonia 5
SA - Arabia Saudita 5
AE - Emirati Arabi Uniti 4
AT - Austria 4
CL - Cile 4
IR - Iran 4
KE - Kenya 4
UZ - Uzbekistan 4
AL - Albania 3
BO - Bolivia 3
CO - Colombia 3
CR - Costa Rica 3
ET - Etiopia 3
JM - Giamaica 3
KR - Corea 3
NP - Nepal 3
SK - Slovacchia (Repubblica Slovacca) 3
TH - Thailandia 3
TN - Tunisia 3
TT - Trinidad e Tobago 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
PT - Portogallo 2
RS - Serbia 2
TZ - Tanzania 2
XK - ???statistics.table.value.countryCode.XK??? 2
BH - Bahrain 1
GH - Ghana 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
MK - Macedonia 1
MN - Mongolia 1
NC - Nuova Caledonia 1
NG - Nigeria 1
PA - Panama 1
PE - Perù 1
PH - Filippine 1
PR - Porto Rico 1
PS - Palestinian Territory 1
RO - Romania 1
SI - Slovenia 1
SN - Senegal 1
SV - El Salvador 1
TG - Togo 1
TW - Taiwan 1
Totale 7.325
Città #
Singapore 571
Chandler 492
Hong Kong 256
Fairfield 218
Ashburn 207
Ann Arbor 186
Beijing 163
San Jose 143
Wilmington 136
Woodbridge 118
Boardman 113
Dublin 101
Princeton 101
Lauterbourg 93
Seattle 80
Houston 75
Cambridge 71
Des Moines 65
Jacksonville 53
Ho Chi Minh City 49
Los Angeles 48
Redondo Beach 39
Hanoi 36
Buffalo 35
Izmir 35
Ogden 35
Dearborn 33
Council Bluffs 27
São Paulo 26
Dallas 24
New York 21
Norwalk 19
Frankfurt am Main 18
San Diego 17
Munich 15
Oderzo 15
The Dalles 15
Brussels 13
Redmond 12
Santa Clara 11
Savignano Sul Rubicone 11
Tokyo 10
Belo Horizonte 9
Brasília 9
Compiègne 9
Milan 9
San Francisco 9
Haiphong 8
Rio de Janeiro 8
Amsterdam 7
Boston 7
Porto Alegre 7
Toronto 7
Chicago 6
Johannesburg 6
Montreal 6
Muscat 6
Orem 6
Trieste 6
Baghdad 5
Biên Hòa 5
Campinas 5
Chennai 5
Curitiba 5
Da Nang 5
Dong Ket 5
Falls Church 5
Fortaleza 5
Hefei 5
Lahore 5
London 5
Phoenix 5
Atlanta 4
Barcelona 4
Brooklyn 4
Denver 4
Düsseldorf 4
Grafing 4
Guayaquil 4
Helsinki 4
Pedro Leopoldo 4
Poplar 4
Qom 4
Quito 4
Riyadh 4
Rome 4
Tashkent 4
Tianjin 4
Warsaw 4
Addis Ababa 3
Ankara 3
Bologna 3
Caxias do Sul 3
Cleveland 3
Contagem 3
Corato 3
Dhaka 3
Divinópolis 3
Formigine 3
Fuzhou 3
Totale 4.097
Nome #
Event tree and fault tree analysis in tunneling with imprecise probabilities 212
Rock fracture simulation for groundwater prediction in rock tunnels 197
Review of rock abrasion testing 185
Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening 157
Anisotropic dilatant behavior of rock fractures 150
Best Practices For Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations 144
Tunneling in difficult conditions: The squeezing case 139
Underground engineering for sustainable urban development 135
Discrete element modeling of drop tests 135
Photogrammetry for the Characterization of Rock Masses: Two Case Histories for Slopes and Caverns 130
Limiting equilibrium versus BS3D analysis of a tetrahedral rock block 123
Fracture cluster modeling for groundwater inflow prediction into rock tunnels using geostatistics 123
Event-Tree Analysis with Imprecise Probabilities 119
Visualizing uncertainty with uncertainty multiples 110
Decision analysis with imprecise probabilities: Optimal exploration plan for underground construction 108
Does elastic anisotropy significantly affect a tunnel's plane strain behavior? 107
Development of simple prism-and-wedge upper-bound model for support pressure for undrained tunnel face 106
Opere strutturali per l'ingegneria Territoriale 97
Rock tunnel groundwater prediction in a simulated rock fracture network 95
Opere strutturali per l'ingegneria Territoriale 92
Simplified Consideration for Permanent Rock Dowels in Block Theory and 2-D Limit Equilibrium Analyses 90
A new membrane boundary for DEM modeling of triaxial tests on intact rock 89
ADECO as an alternative to NATM: 22 m wide, 14 m high, full face tunnel excavation in clays 85
Bounding uncertainty in civil engineering: Theoretical background 85
Analysis of single rock blocks for general failure modes under conservative and non-conservative forces 85
Concept of random sets as applied to the design of structures and analysis of expert opinions for aircraft crash 82
Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels 81
Jsce-sf6 limitations for shear tests and astm d5607 shear tests on fiber-reinforced concrete 81
Bounds on previsions and conditional probabilities on joint finite spaces under the assumption of independence in imprecise probability 80
Bayesian estimation of rock mass boundary conditions with applications to the AECL underground research laboratory 78
Anisotropy of the strength, deformability, and dilatancy of rock fractures 78
A search algorithm for calculating validated reliability bounds 77
Bayesian estimation of boundary conditions with application to deep tunneling 76
Using random set theory to calculate reliability bounds in situations of little information: An application to a finite element intermediate complexity wing model 76
A random set approach to the optimization of uncertain structures 75
Closed-form solutions for a circular tunnel in elastic-brittle-plastic ground with the original and generalized Hoek-Brown failure criteria 73
Geotechnical Special Publication: Preface 73
Aggregation of evidence from random and fuzzy sets 72
Stability of rock blocks subjected to high-velocity water jet impact 70
Some properties of a random set approximation to upper and lower distribution functions 70
Discrete element modeling of rock fragmentation upon impact in rock fall analysis 69
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 69
Calibration of a discrete element model for intact rock up to its peak strength 69
ADECO full-face tunnel excavation of two 260m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover 68
Toward a definition and understanding of correlation for variables constrained by random relations 68
Risk analysis as design tool in fire-safety retrofit of two Italian tunnels 67
Closed-form and numerical solutions for the probability distribution function of fracture diameters 67
Selection of inter-row herbaceous covers in a sloping, organic, non-irrigated vineyard 66
Combined fuzzy and random-set approach to the multiobjective optimization of uncertain systems 64
ADECO as an alternative to NATM: How it works, why it works 64
2D Rock-fall simulations taking into account rock fragmentation 64
Numerical models in discontinuous media: Review of advances for rock mechanics applications 63
Degradation of rock fracture asperities in unloading, reloading, and reversal 63
Safety factor of a rock block 63
Validation of general single rock block stability analysis (BS3D) for wedge failure 61
On the use of random set theory to bracket the results of Monte Carlo simulations 61
Validation of a Modified Barton method and its use in numerical analysis for the stability valuation of key blocks in rock tunnels 61
Rock fragmentation module in 3-D rock-fall analysis 60
Quick consideration for rock dowels in block theory and equilibrium analyses 60
On the existence, uniqueness and correctness of the fracture diameter distribution given the fracture trace length distribution 59
Green's functions and boundary element method formulation for 3D anisotropic media 59
Sequential excavation, NATM and ADECO: What they have in common and how they differ 58
Validation of general single rock block stability analysis 58
Model Tests to Determine Properties of Concrete and Aggregates in Verification Core Holes at the Bottom of Drilled Shafts 57
Discrete element modeling of impact fragmentation in rock fall analysis 57
How many different faces of uncertainty in Civil Engineering? 57
Renovation of the 17th-century Ponte Lungo bridge in Chioggia, Italy 56
Constitutive model for rock fractures: Revisiting Barton's empirical model 56
Hybrid analysis of uncertainty: Probability, fuzziness and antioptimization 55
Pretunnel technology: Applications and design methods 54
Reliability analysis of rock mass response by means of Random Set Theory 54
Coupling of BEM with a large displacement and rotation algorithm 54
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 54
Effect of air-drying duration on the engineering properties of four clay-bearing rocks in Texas 53
Probability bounds for series systems with variables constrained by sets of probability measures 53
Reply to 'Comments on " Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case" ' 53
Toward a definition and understanding of correlation for variables constrained by random relations 53
Generalization of mauldon's and goodman's vector analysis of keyblock rotations 53
Definition of factor of safety for rock blocks 52
Determination of parameters range in rock engineering by means of random set theory 52
Prediction of rock block stability and scour depth in plunge pools 51
Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face 51
Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge, TX 51
Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case 50
Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories 50
Extreme probability distributions of random sets, fuzzy sets and p-boxes 49
Methods for enlarging transportation tunnels while keeping tunnels fully operational 49
Replacement of pontesei bridge, Italy 48
Reliability-based design and construction issues for a micropile foundation in Costa Rica 48
Three-dimensional green’s functions in anisotropic piezoelectric solids 48
Numerical study of the effect of verification core hole on the point bearing capacity of drilled shafts 48
Using random set theory to propagate epistemic uncertainty through a mechanical system 48
Multi-stage triaxial test on brittle rock 47
Multiobjective Optimization of Uncertain Structures Through Fuzzy Set and Random Set Theory 47
Modeling triaxial test on intact rock using discrete element method with membrane boundary 47
Closure on the discussion of the paper: Generalization of Mauldon’s and Goodman’s vector analysis of keyblock rotations 47
Experimental validation of modified Barton's model for rock fractures 46
Stresses in anisotropic rock masses: An engineering perspective building on geological knowledge 46
Erratum: Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face (Rock Mech. Rock Engng. (2002) 35 3 (141-160)) 45
Interaction diagram and load effects for vertical pile groups with application to the AASHTO LRFD 43
Totale 7.583
Categoria #
all - tutte 39.818
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 39.818


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202122 0 0 0 0 0 0 0 0 0 0 0 22
2021/2022558 18 29 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
2025/20262.336 98 321 260 187 481 235 300 82 97 154 111 10
Totale 7.665