IRIS
TONON, Fulvio
 Distribuzione geografica
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Continente #
NA - Nord America 4.127
AS - Asia 2.644
EU - Europa 1.089
SA - Sud America 426
Continente sconosciuto - Info sul continente non disponibili 350
AF - Africa 71
OC - Oceania 7
Totale 8.714
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Nazione #
US - Stati Uniti d'America 4.034
SG - Singapore 1.665
BR - Brasile 338
CN - Cina 312
UA - Ucraina 266
HK - Hong Kong 259
RU - Federazione Russa 206
VN - Vietnam 157
IT - Italia 128
FR - Francia 117
IE - Irlanda 102
DE - Germania 89
SE - Svezia 53
GB - Regno Unito 46
TR - Turchia 44
IL - Israele 43
CA - Canada 42
AR - Argentina 28
IN - India 25
BD - Bangladesh 24
EC - Ecuador 21
MX - Messico 21
ID - Indonesia 18
SC - Seychelles 17
BE - Belgio 14
PK - Pakistan 14
ZA - Sudafrica 14
ES - Italia 12
IQ - Iraq 12
NL - Olanda 12
VE - Venezuela 12
JP - Giappone 10
CO - Colombia 8
EU - Europa 8
AE - Emirati Arabi Uniti 7
FI - Finlandia 7
MA - Marocco 7
PL - Polonia 7
SA - Arabia Saudita 7
AU - Australia 6
CR - Costa Rica 6
OM - Oman 6
PY - Paraguay 6
EG - Egitto 5
JM - Giamaica 5
KE - Kenya 5
AT - Austria 4
BO - Bolivia 4
CL - Cile 4
HN - Honduras 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
AM - Armenia 2
AZ - Azerbaigian 2
BB - Barbados 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
KZ - Kazakistan 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
AW - Aruba 1
BH - Bahrain 1
BQ - ???statistics.table.value.countryCode.BQ??? 1
CG - Congo 1
GH - Ghana 1
GR - Grecia 1
GY - Guiana 1
IS - Islanda 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
LY - Libia 1
Totale 8.363
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Città #
Singapore 573
Chandler 492
San Jose 271
Hong Kong 256
Ashburn 238
Fairfield 218
Ann Arbor 186
Beijing 163
Council Bluffs 143
Wilmington 138
Woodbridge 118
Boardman 113
Dublin 101
Princeton 101
Lauterbourg 93
Seattle 81
Houston 78
Cambridge 71
Des Moines 65
Jacksonville 56
Los Angeles 53
Ho Chi Minh City 50
Redondo Beach 39
Buffalo 38
Hanoi 36
Izmir 35
Ogden 35
Dearborn 33
São Paulo 30
New York 29
Dallas 26
Santa Clara 23
Frankfurt am Main 19
Norwalk 19
Chicago 18
San Diego 18
Brooklyn 16
The Dalles 16
Munich 15
Oderzo 15
North Bergen 14
Brussels 13
Redmond 12
Milan 11
Savignano Sul Rubicone 11
Phoenix 10
San Francisco 10
Tokyo 10
Amsterdam 9
Belo Horizonte 9
Brasília 9
Compiègne 9
Toronto 9
Boston 8
Haiphong 8
Montreal 8
Rio de Janeiro 8
Atlanta 7
Denver 7
Guayaquil 7
Philadelphia 7
Porto Alegre 7
Rome 7
Curitiba 6
Johannesburg 6
Muscat 6
Newark 6
Orem 6
Quito 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
The Bronx 5
Barcelona 4
Bologna 4
Cleveland 4
Detroit 4
Düsseldorf 4
Grafing 4
Helsinki 4
Islamabad 4
Louisville 4
Miami 4
Naples 4
Pedro Leopoldo 4
Poplar 4
Qom 4
Salvador 4
San José 4
Sharjah 4
Totale 4.503
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Nome #
Event tree and fault tree analysis in tunneling with imprecise probabilities 223
Rock fracture simulation for groundwater prediction in rock tunnels 206
Review of rock abrasion testing 198
Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening 166
Best Practices For Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations 158
Anisotropic dilatant behavior of rock fractures 157
Tunneling in difficult conditions: The squeezing case 149
Underground engineering for sustainable urban development 145
Discrete element modeling of drop tests 145
Photogrammetry for the Characterization of Rock Masses: Two Case Histories for Slopes and Caverns 139
Fracture cluster modeling for groundwater inflow prediction into rock tunnels using geostatistics 134
Limiting equilibrium versus BS3D analysis of a tetrahedral rock block 132
Event-Tree Analysis with Imprecise Probabilities 131
Decision analysis with imprecise probabilities: Optimal exploration plan for underground construction 121
Visualizing uncertainty with uncertainty multiples 120
Development of simple prism-and-wedge upper-bound model for support pressure for undrained tunnel face 116
Does elastic anisotropy significantly affect a tunnel's plane strain behavior? 113
Jsce-sf6 limitations for shear tests and astm d5607 shear tests on fiber-reinforced concrete 109
Rock tunnel groundwater prediction in a simulated rock fracture network 105
Opere strutturali per l'ingegneria Territoriale 104
A new membrane boundary for DEM modeling of triaxial tests on intact rock 104
Opere strutturali per l'ingegneria Territoriale 101
Simplified Consideration for Permanent Rock Dowels in Block Theory and 2-D Limit Equilibrium Analyses 97
ADECO as an alternative to NATM: 22 m wide, 14 m high, full face tunnel excavation in clays 96
Bounding uncertainty in civil engineering: Theoretical background 96
Concept of random sets as applied to the design of structures and analysis of expert opinions for aircraft crash 93
Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels 92
Analysis of single rock blocks for general failure modes under conservative and non-conservative forces 92
A search algorithm for calculating validated reliability bounds 91
Using random set theory to calculate reliability bounds in situations of little information: An application to a finite element intermediate complexity wing model 89
Numerical models in discontinuous media: Review of advances for rock mechanics applications 88
Bayesian estimation of rock mass boundary conditions with applications to the AECL underground research laboratory 88
A random set approach to the optimization of uncertain structures 86
Anisotropy of the strength, deformability, and dilatancy of rock fractures 86
Bounds on previsions and conditional probabilities on joint finite spaces under the assumption of independence in imprecise probability 86
Aggregation of evidence from random and fuzzy sets 85
Bayesian estimation of boundary conditions with application to deep tunneling 83
Some properties of a random set approximation to upper and lower distribution functions 82
Risk analysis as design tool in fire-safety retrofit of two Italian tunnels 81
Calibration of a discrete element model for intact rock up to its peak strength 81
Closed-form solutions for a circular tunnel in elastic-brittle-plastic ground with the original and generalized Hoek-Brown failure criteria 81
Geotechnical Special Publication: Preface 81
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 80
Discrete element modeling of rock fragmentation upon impact in rock fall analysis 79
Validation of a Modified Barton method and its use in numerical analysis for the stability valuation of key blocks in rock tunnels 79
Stability of rock blocks subjected to high-velocity water jet impact 78
ADECO full-face tunnel excavation of two 260m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover 77
Model Tests to Determine Properties of Concrete and Aggregates in Verification Core Holes at the Bottom of Drilled Shafts 77
Toward a definition and understanding of correlation for variables constrained by random relations 77
Selection of inter-row herbaceous covers in a sloping, organic, non-irrigated vineyard 76
Closed-form and numerical solutions for the probability distribution function of fracture diameters 76
2D Rock-fall simulations taking into account rock fragmentation 76
Combined fuzzy and random-set approach to the multiobjective optimization of uncertain systems 75
ADECO as an alternative to NATM: How it works, why it works 73
Safety factor of a rock block 73
On the use of random set theory to bracket the results of Monte Carlo simulations 71
Degradation of rock fracture asperities in unloading, reloading, and reversal 71
Quick consideration for rock dowels in block theory and equilibrium analyses 71
Rock fragmentation module in 3-D rock-fall analysis 70
Validation of general single rock block stability analysis 70
How many different faces of uncertainty in Civil Engineering? 70
Renovation of the 17th-century Ponte Lungo bridge in Chioggia, Italy 69
On the existence, uniqueness and correctness of the fracture diameter distribution given the fracture trace length distribution 68
Green's functions and boundary element method formulation for 3D anisotropic media 68
Discrete element modeling of impact fragmentation in rock fall analysis 68
Coupling of BEM with a large displacement and rotation algorithm 68
Validation of general single rock block stability analysis (BS3D) for wedge failure 66
Sequential excavation, NATM and ADECO: What they have in common and how they differ 65
Constitutive model for rock fractures: Revisiting Barton's empirical model 65
Effect of air-drying duration on the engineering properties of four clay-bearing rocks in Texas 64
Hybrid analysis of uncertainty: Probability, fuzziness and antioptimization 64
Reliability analysis of rock mass response by means of Random Set Theory 64
Generalization of mauldon's and goodman's vector analysis of keyblock rotations 64
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 64
Determination of parameters range in rock engineering by means of random set theory 64
Numerical study of the effect of verification core hole on the point bearing capacity of drilled shafts 63
Pretunnel technology: Applications and design methods 61
Probability bounds for series systems with variables constrained by sets of probability measures 61
Reply to 'Comments on " Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case" ' 61
Toward a definition and understanding of correlation for variables constrained by random relations 61
Definition of factor of safety for rock blocks 61
Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face 60
Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge, TX 60
Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case 59
Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories 59
Three-dimensional green’s functions in anisotropic piezoelectric solids 59
Using random set theory to propagate epistemic uncertainty through a mechanical system 59
Extreme probability distributions of random sets, fuzzy sets and p-boxes 58
Replacement of pontesei bridge, Italy 58
Multi-stage triaxial test on brittle rock 58
Reliability-based design and construction issues for a micropile foundation in Costa Rica 57
Prediction of rock block stability and scour depth in plunge pools 57
Experimental validation of modified Barton's model for rock fractures 57
Methods for enlarging transportation tunnels while keeping tunnels fully operational 56
Modeling triaxial test on intact rock using discrete element method with membrane boundary 56
Multiobjective Optimization of Uncertain Structures Through Fuzzy Set and Random Set Theory 55
Closure on the discussion of the paper: Generalization of Mauldon’s and Goodman’s vector analysis of keyblock rotations 55
Erratum: Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face (Rock Mech. Rock Engng. (2002) 35 3 (141-160)) 54
Stresses in anisotropic rock masses: An engineering perspective building on geological knowledge 53
Interaction diagram and load effects for vertical pile groups with application to the AASHTO LRFD 51
Totale 8.619
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Categoria #
all - tutte 44.833
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 44.833
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022480 0 0 0 0 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
2026/20271.023 74 220 230 462 37 0 0 0 0 0 0 0
Totale 8.714