IRIS
TONON, Fulvio
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.982
AS - Asia 2.166
EU - Europa 832
SA - Sud America 361
AF - Africa 40
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 4
Totale 6.395
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.943
SG - Singapore 1.451
BR - Brasile 305
UA - Ucraina 261
HK - Hong Kong 250
CN - Cina 244
RU - Federazione Russa 143
IE - Irlanda 101
VN - Vietnam 99
IT - Italia 83
DE - Germania 76
SE - Svezia 51
TR - Turchia 40
GB - Regno Unito 31
FR - Francia 23
AR - Argentina 18
CA - Canada 18
BD - Bangladesh 15
IN - India 14
BE - Belgio 12
EC - Ecuador 12
MX - Messico 11
ZA - Sudafrica 11
IQ - Iraq 10
VE - Venezuela 10
ES - Italia 8
EU - Europa 8
ID - Indonesia 7
NL - Olanda 7
MA - Marocco 6
PY - Paraguay 6
FI - Finlandia 5
PK - Pakistan 5
PL - Polonia 5
AT - Austria 4
AU - Australia 4
IL - Israele 4
IR - Iran 4
KE - Kenya 4
AE - Emirati Arabi Uniti 3
AL - Albania 3
BO - Bolivia 3
CL - Cile 3
CO - Colombia 3
EG - Egitto 3
JM - Giamaica 3
SK - Slovacchia (Repubblica Slovacca) 3
TT - Trinidad e Tobago 3
AZ - Azerbaigian 2
BF - Burkina Faso 2
BG - Bulgaria 2
BW - Botswana 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
JP - Giappone 2
KR - Corea 2
KW - Kuwait 2
LT - Lituania 2
OM - Oman 2
PT - Portogallo 2
RS - Serbia 2
SA - Arabia Saudita 2
TH - Thailandia 2
TN - Tunisia 2
TZ - Tanzania 2
UZ - Uzbekistan 2
XK - ???statistics.table.value.countryCode.XK??? 2
CI - Costa d'Avorio 1
CR - Costa Rica 1
ET - Etiopia 1
IS - Islanda 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LU - Lussemburgo 1
LV - Lettonia 1
MG - Madagascar 1
MK - Macedonia 1
NG - Nigeria 1
NP - Nepal 1
PR - Porto Rico 1
RO - Romania 1
SI - Slovenia 1
SN - Senegal 1
TG - Togo 1
TW - Taiwan 1
UY - Uruguay 1
Totale 6.395
Salva come PNG Salva come JPEG
Città #
Chandler 492
Singapore 473
Hong Kong 248
Fairfield 218
Ann Arbor 186
Ashburn 164
Beijing 158
Wilmington 136
Woodbridge 118
Boardman 112
Princeton 101
Dublin 100
Seattle 79
Houston 75
Cambridge 71
Des Moines 63
Jacksonville 52
Los Angeles 42
Redondo Beach 39
Buffalo 35
Ho Chi Minh City 35
Izmir 35
Ogden 35
Dearborn 33
São Paulo 23
Dallas 21
Hanoi 20
New York 19
Norwalk 19
San Diego 17
Munich 15
Oderzo 15
Brussels 12
Frankfurt am Main 12
Redmond 12
Savignano Sul Rubicone 11
Belo Horizonte 9
Brasília 9
Compiègne 9
San Francisco 8
Milan 7
Rio de Janeiro 7
Amsterdam 6
Council Bluffs 6
Johannesburg 6
Porto Alegre 6
Santa Clara 6
Toronto 6
Trieste 6
Boston 5
Campinas 5
Dong Ket 5
Falls Church 5
Fortaleza 5
Haiphong 5
Hefei 5
Lauterbourg 5
Barcelona 4
Biên Hòa 4
Chennai 4
Chicago 4
Curitiba 4
Düsseldorf 4
Grafing 4
London 4
Pedro Leopoldo 4
Qom 4
Quito 4
Rome 4
Tianjin 4
Warsaw 4
Ankara 3
Atlanta 3
Baghdad 3
Bologna 3
Brooklyn 3
Contagem 3
Corato 3
Dhaka 3
Divinópolis 3
Formigine 3
Fuzhou 3
Hortolândia 3
Joinville 3
Juiz de Fora 3
Makhachkala 3
Montreal 3
Moscow 3
Nairobi 3
Oleggio 3
Phoenix 3
Poplar 3
Portsmouth 3
Recife 3
Ribeirão Preto 3
Salvador 3
San Jose 3
Santo André 3
Stockholm 3
Tel Aviv 3
Totale 3.570
Salva come PNG Salva come JPEG
Nome #
Event tree and fault tree analysis in tunneling with imprecise probabilities 202
Rock fracture simulation for groundwater prediction in rock tunnels 191
Review of rock abrasion testing 180
Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening 149
Anisotropic dilatant behavior of rock fractures 129
Discrete element modeling of drop tests 128
Underground engineering for sustainable urban development 125
Tunneling in difficult conditions: The squeezing case 125
Best Practices For Roadway Tunnel Design, Construction, Maintenance, Inspection, And Operations 118
Photogrammetry for the Characterization of Rock Masses: Two Case Histories for Slopes and Caverns 116
Limiting equilibrium versus BS3D analysis of a tetrahedral rock block 115
Fracture cluster modeling for groundwater inflow prediction into rock tunnels using geostatistics 110
Event-Tree Analysis with Imprecise Probabilities 108
Visualizing uncertainty with uncertainty multiples 104
Development of simple prism-and-wedge upper-bound model for support pressure for undrained tunnel face 100
Does elastic anisotropy significantly affect a tunnel's plane strain behavior? 98
Decision analysis with imprecise probabilities: Optimal exploration plan for underground construction 97
Opere strutturali per l'ingegneria Territoriale 88
Rock tunnel groundwater prediction in a simulated rock fracture network 85
Opere strutturali per l'ingegneria Territoriale 84
Simplified Consideration for Permanent Rock Dowels in Block Theory and 2-D Limit Equilibrium Analyses 76
A new membrane boundary for DEM modeling of triaxial tests on intact rock 75
ADECO as an alternative to NATM: 22 m wide, 14 m high, full face tunnel excavation in clays 73
Analysis of single rock blocks for general failure modes under conservative and non-conservative forces 73
Bounding uncertainty in civil engineering: Theoretical background 70
Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels 68
Bounds on previsions and conditional probabilities on joint finite spaces under the assumption of independence in imprecise probability 68
Using random set theory to calculate reliability bounds in situations of little information: An application to a finite element intermediate complexity wing model 67
Bayesian estimation of rock mass boundary conditions with applications to the AECL underground research laboratory 67
A search algorithm for calculating validated reliability bounds 66
Concept of random sets as applied to the design of structures and analysis of expert opinions for aircraft crash 66
Jsce-sf6 limitations for shear tests and astm d5607 shear tests on fiber-reinforced concrete 66
Bayesian estimation of boundary conditions with application to deep tunneling 65
Some properties of a random set approximation to upper and lower distribution functions 65
Aggregation of evidence from random and fuzzy sets 64
Stability of rock blocks subjected to high-velocity water jet impact 63
A random set approach to the optimization of uncertain structures 62
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 62
Anisotropy of the strength, deformability, and dilatancy of rock fractures 62
Toward a definition and understanding of correlation for variables constrained by random relations 62
Geotechnical Special Publication: Preface 61
Risk analysis as design tool in fire-safety retrofit of two Italian tunnels 60
ADECO full-face tunnel excavation of two 260m2 tubes in clays with sub-horizontal jet-grouting under minimal urban cover 58
Discrete element modeling of rock fragmentation upon impact in rock fall analysis 57
Calibration of a discrete element model for intact rock up to its peak strength 57
Combined fuzzy and random-set approach to the multiobjective optimization of uncertain systems 56
2D Rock-fall simulations taking into account rock fragmentation 56
Closed-form solutions for a circular tunnel in elastic-brittle-plastic ground with the original and generalized Hoek-Brown failure criteria 56
Validation of general single rock block stability analysis (BS3D) for wedge failure 55
Rock fragmentation module in 3-D rock-fall analysis 55
Safety factor of a rock block 55
Sequential excavation, NATM and ADECO: What they have in common and how they differ 54
Degradation of rock fracture asperities in unloading, reloading, and reversal 54
Closed-form and numerical solutions for the probability distribution function of fracture diameters 54
On the existence, uniqueness and correctness of the fracture diameter distribution given the fracture trace length distribution 53
Green's functions and boundary element method formulation for 3D anisotropic media 53
On the use of random set theory to bracket the results of Monte Carlo simulations 52
Validation of general single rock block stability analysis 52
ADECO as an alternative to NATM: How it works, why it works 52
Discrete element modeling of impact fragmentation in rock fall analysis 52
How many different faces of uncertainty in Civil Engineering? 52
Numerical models in discontinuous media: Review of advances for rock mechanics applications 51
Renovation of the 17th-century Ponte Lungo bridge in Chioggia, Italy 50
Reliability analysis of rock mass response by means of Random Set Theory 50
Validation of a Modified Barton method and its use in numerical analysis for the stability valuation of key blocks in rock tunnels 50
Determination of parameters range in rock engineering by means of random set theory 49
Pretunnel technology: Applications and design methods 48
Probability bounds for series systems with variables constrained by sets of probability measures 48
Reply to 'Comments on " Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case" ' 48
Hybrid analysis of uncertainty: Probability, fuzziness and antioptimization 48
Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face 48
Model Tests to Determine Properties of Concrete and Aggregates in Verification Core Holes at the Bottom of Drilled Shafts 47
Toward a definition and understanding of correlation for variables constrained by random relations 46
Generalization of mauldon's and goodman's vector analysis of keyblock rotations 46
Coupling of BEM with a large displacement and rotation algorithm 46
Definition of factor of safety for rock blocks 46
Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge, TX 46
Effect of air-drying duration on the engineering properties of four clay-bearing rocks in Texas 45
Inclusion properties for random relations under the hypotheses of stochastic independence and non-interactivity 45
Selection of inter-row herbaceous covers in a sloping, organic, non-irrigated vineyard 44
Replacement of pontesei bridge, Italy 44
Face stability and required support pressure for TBM driven tunnels with ideal face membrane - Drained case 44
Numerical study of the effect of verification core hole on the point bearing capacity of drilled shafts 44
Constitutive model for rock fractures: Revisiting Barton's empirical model 44
Using random set theory to propagate epistemic uncertainty through a mechanical system 44
Extreme probability distributions of random sets, fuzzy sets and p-boxes 43
Methods for enlarging transportation tunnels while keeping tunnels fully operational 42
Reliability-based design and construction issues for a micropile foundation in Costa Rica 41
Prediction of rock block stability and scour depth in plunge pools 41
Three-dimensional green’s functions in anisotropic piezoelectric solids 41
Multiobjective Optimization of Uncertain Structures Through Fuzzy Set and Random Set Theory 41
Modeling triaxial test on intact rock using discrete element method with membrane boundary 41
Quick consideration for rock dowels in block theory and equilibrium analyses 40
Stresses in anisotropic rock masses: An engineering perspective building on geological knowledge 40
Closure on the discussion of the paper: Generalization of Mauldon’s and Goodman’s vector analysis of keyblock rotations 40
Erratum: Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face (Rock Mech. Rock Engng. (2002) 35 3 (141-160)) 39
Experimental validation of modified Barton's model for rock fractures 38
Multi-stage triaxial test on brittle rock 38
Multiobjective optimization under uncertainty in tunneling: Application to the design of tunnel support/reinforcement with case histories 37
Modeling Lac du Bonnet granite using a discrete element model 37
Totale 6.666
Salva come PNG Salva come JPEG
Categoria #
all - tutte 36.215
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 36.215
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021720 0 0 0 0 0 28 52 115 304 91 108 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
2025/20261.405 98 321 260 187 481 58 0 0 0 0 0 0
Totale 6.734