IRIS
TONON, Fulvio
 Distribuzione geografica
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Continente #
NA - Nord America 3.419
AS - Asia 2.567
EU - Europa 966
SA - Sud America 403
AF - Africa 52
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 7
Totale 7.424
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Nazione #
US - Stati Uniti d'America 3.349
SG - Singapore 1.664
BR - Brasile 331
CN - Cina 307
UA - Ucraina 261
HK - Hong Kong 259
VN - Vietnam 154
RU - Federazione Russa 145
FR - Francia 114
IE - Irlanda 102
IT - Italia 96
DE - Germania 84
SE - Svezia 52
TR - Turchia 40
GB - Regno Unito 37
CA - Canada 32
AR - Argentina 26
IN - India 24
BD - Bangladesh 22
MX - Messico 18
EC - Ecuador 16
BE - Belgio 14
ZA - Sudafrica 14
IQ - Iraq 12
ES - Italia 11
ID - Indonesia 11
PK - Pakistan 11
VE - Venezuela 11
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
BO - Bolivia 4
CL - Cile 4
CR - Costa Rica 4
IR - Iran 4
JM - Giamaica 4
KE - Kenya 4
TT - Trinidad e Tobago 4
UZ - Uzbekistan 4
AL - Albania 3
CO - Colombia 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
PT - Portogallo 2
RO - Romania 2
RS - Serbia 2
SV - El Salvador 2
TZ - Tanzania 2
XK - ???statistics.table.value.countryCode.XK??? 2
AW - Aruba 1
BB - Barbados 1
BH - Bahrain 1
GH - Ghana 1
GR - Grecia 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
SI - Slovenia 1
Totale 7.420
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Città #
Singapore 572
Chandler 492
Hong Kong 256
Fairfield 218
Ashburn 207
Ann Arbor 186
Beijing 163
San Jose 144
Wilmington 136
Woodbridge 118
Boardman 113
Dublin 101
Princeton 101
Lauterbourg 93
Seattle 81
Houston 76
Cambridge 71
Des Moines 65
Jacksonville 54
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 27
Dallas 24
New York 21
Norwalk 19
Frankfurt am Main 18
San Diego 17
Santa Clara 17
Munich 15
Oderzo 15
The Dalles 15
Brussels 13
Redmond 12
Savignano Sul Rubicone 11
Chicago 10
Tokyo 10
Belo Horizonte 9
Brasília 9
Compiègne 9
Milan 9
San Francisco 9
Boston 8
Brooklyn 8
Haiphong 8
Rio de Janeiro 8
Amsterdam 7
Porto Alegre 7
Toronto 7
Curitiba 6
Johannesburg 6
Montreal 6
Muscat 6
Orem 6
Phoenix 6
Trieste 6
Baghdad 5
Biên Hòa 5
Campinas 5
Chennai 5
Da Nang 5
Denver 5
Dong Ket 5
Falls Church 5
Fortaleza 5
Guayaquil 5
Hefei 5
Lahore 5
London 5
Rome 5
Atlanta 4
Barcelona 4
Düsseldorf 4
Grafing 4
Helsinki 4
Miami 4
Pedro Leopoldo 4
Poplar 4
Qom 4
Quito 4
Riyadh 4
Salvador 4
Tashkent 4
The Bronx 4
Tianjin 4
Warsaw 4
Addis Ababa 3
Ankara 3
Bologna 3
Caxias do Sul 3
Cleveland 3
Contagem 3
Corato 3
Dhaka 3
Totale 4.126
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Nome #
Event tree and fault tree analysis in tunneling with imprecise probabilities 212
Rock fracture simulation for groundwater prediction in rock tunnels 198
Review of rock abrasion testing 187
Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening 159
Anisotropic dilatant behavior of rock fractures 150
Best Practices For Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations 145
Tunneling in difficult conditions: The squeezing case 140
Discrete element modeling of drop tests 136
Underground engineering for sustainable urban development 135
Photogrammetry for the Characterization of Rock Masses: Two Case Histories for Slopes and Caverns 133
Limiting equilibrium versus BS3D analysis of a tetrahedral rock block 124
Event-Tree Analysis with Imprecise Probabilities 123
Fracture cluster modeling for groundwater inflow prediction into rock tunnels using geostatistics 123
Visualizing uncertainty with uncertainty multiples 111
Decision analysis with imprecise probabilities: Optimal exploration plan for underground construction 111
Does elastic anisotropy significantly affect a tunnel's plane strain behavior? 108
Development of simple prism-and-wedge upper-bound model for support pressure for undrained tunnel face 107
Opere strutturali per l'ingegneria Territoriale 97
Rock tunnel groundwater prediction in a simulated rock fracture network 97
Opere strutturali per l'ingegneria Territoriale 93
A new membrane boundary for DEM modeling of triaxial tests on intact rock 90
Simplified Consideration for Permanent Rock Dowels in Block Theory and 2-D Limit Equilibrium Analyses 90
ADECO as an alternative to NATM: 22 m wide, 14 m high, full face tunnel excavation in clays 86
Bounding uncertainty in civil engineering: Theoretical background 85
Analysis of single rock blocks for general failure modes under conservative and non-conservative forces 85
Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels 83
Concept of random sets as applied to the design of structures and analysis of expert opinions for aircraft crash 83
Jsce-sf6 limitations for shear tests and astm d5607 shear tests on fiber-reinforced concrete 83
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 79
A search algorithm for calculating validated reliability bounds 78
Anisotropy of the strength, deformability, and dilatancy of rock fractures 78
Bayesian estimation of boundary conditions with application to deep tunneling 77
A random set approach to the optimization of uncertain structures 77
Using random set theory to calculate reliability bounds in situations of little information: An application to a finite element intermediate complexity wing model 76
Aggregation of evidence from random and fuzzy sets 74
Geotechnical Special Publication: Preface 74
Some properties of a random set approximation to upper and lower distribution functions 73
Discrete element modeling of rock fragmentation upon impact in rock fall analysis 73
Closed-form solutions for a circular tunnel in elastic-brittle-plastic ground with the original and generalized Hoek-Brown failure criteria 73
Stability of rock blocks subjected to high-velocity water jet impact 71
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 71
ADECO full-face tunnel excavation of two 260m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover 70
Calibration of a discrete element model for intact rock up to its peak strength 69
Toward a definition and understanding of correlation for variables constrained by random relations 69
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
Numerical models in discontinuous media: Review of advances for rock mechanics applications 66
Safety factor of a rock block 66
Combined fuzzy and random-set approach to the multiobjective optimization of uncertain systems 65
2D Rock-fall simulations taking into account rock fragmentation 65
ADECO as an alternative to NATM: How it works, why it works 64
Degradation of rock fracture asperities in unloading, reloading, and reversal 63
Validation of a Modified Barton method and its use in numerical analysis for the stability valuation of key blocks in rock tunnels 63
On the use of random set theory to bracket the results of Monte Carlo simulations 62
Rock fragmentation module in 3-D rock-fall analysis 62
Validation of general single rock block stability analysis (BS3D) for wedge failure 61
On the existence, uniqueness and correctness of the fracture diameter distribution given the fracture trace length distribution 60
Green's functions and boundary element method formulation for 3D anisotropic media 60
Sequential excavation, NATM and ADECO: What they have in common and how they differ 60
Quick consideration for rock dowels in block theory and equilibrium analyses 60
Validation of general single rock block stability analysis 59
Model Tests to Determine Properties of Concrete and Aggregates in Verification Core Holes at the Bottom of Drilled Shafts 59
Discrete element modeling of impact fragmentation in rock fall analysis 58
How many different faces of uncertainty in Civil Engineering? 58
Constitutive model for rock fractures: Revisiting Barton's empirical model 57
Renovation of the 17th-century Ponte Lungo bridge in Chioggia, Italy 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
Toward a definition and understanding of correlation for variables constrained by random relations 54
Generalization of mauldon's and goodman's vector analysis of keyblock rotations 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
Determination of parameters range in rock engineering by means of random set theory 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
Definition of factor of safety for rock blocks 53
Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case 52
Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge, TX 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
Extreme probability distributions of random sets, fuzzy sets and p-boxes 50
Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories 50
Replacement of pontesei bridge, Italy 49
Three-dimensional green’s functions in anisotropic piezoelectric solids 49
Methods for enlarging transportation tunnels while keeping tunnels fully operational 49
Numerical study of the effect of verification core hole on the point bearing capacity of drilled shafts 49
Using random set theory to propagate epistemic uncertainty through a mechanical system 49
Reliability-based design and construction issues for a micropile foundation in Costa Rica 48
Experimental validation of modified Barton's model for rock fractures 48
Multi-stage triaxial test on brittle rock 48
Multiobjective Optimization of Uncertain Structures Through Fuzzy Set and Random Set Theory 48
Modeling triaxial test on intact rock using discrete element method with membrane boundary 48
Closure on the discussion of the paper: Generalization of Mauldon’s and Goodman’s vector analysis of keyblock rotations 48
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 7.678
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Categoria #
all - tutte 41.131
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 41.131
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20262.362 98 321 260 187 481 235 300 82 97 154 111 36
2026/202772 72 0 0 0 0 0 0 0 0 0 0 0
Totale 7.763