UZIELLI, MARCO
 Distribuzione geografica
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Continente #
NA - Nord America 5.935
EU - Europa 3.748
AS - Asia 2.888
SA - Sud America 722
Continente sconosciuto - Info sul continente non disponibili 114
AF - Africa 99
OC - Oceania 77
Totale 13.583
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Nazione #
US - Stati Uniti d'America 5.817
RU - Federazione Russa 1.071
IT - Italia 1.019
CN - Cina 789
SG - Singapore 696
PL - Polonia 600
BR - Brasile 546
HK - Hong Kong 356
VN - Vietnam 333
KR - Corea 279
IE - Irlanda 235
SE - Svezia 200
NL - Olanda 111
IN - India 103
DE - Germania 92
FR - Francia 91
GB - Regno Unito 70
JP - Giappone 70
AU - Australia 69
CA - Canada 68
FI - Finlandia 67
BD - Bangladesh 60
AR - Argentina 48
ID - Indonesia 45
EC - Ecuador 34
NO - Norvegia 34
UA - Ucraina 31
CO - Colombia 29
PE - Perù 27
ES - Italia 23
IQ - Iraq 23
IR - Iran 21
MX - Messico 21
TR - Turchia 20
ZA - Sudafrica 18
PH - Filippine 17
CI - Costa d'Avorio 16
CL - Cile 16
PT - Portogallo 16
AT - Austria 15
MA - Marocco 15
CH - Svizzera 14
BE - Belgio 12
MY - Malesia 10
NG - Nigeria 9
TW - Taiwan 9
VE - Venezuela 9
PK - Pakistan 8
DK - Danimarca 7
NP - Nepal 7
NZ - Nuova Zelanda 7
CR - Costa Rica 6
DZ - Algeria 6
HN - Honduras 6
KE - Kenya 6
LT - Lituania 6
PY - Paraguay 6
RO - Romania 6
UZ - Uzbekistan 6
BJ - Benin 5
EG - Egitto 5
MU - Mauritius 5
TN - Tunisia 5
AL - Albania 4
AZ - Azerbaigian 4
JM - Giamaica 4
JO - Giordania 4
RS - Serbia 4
TH - Thailandia 4
UY - Uruguay 4
BH - Bahrain 3
BO - Bolivia 3
CZ - Repubblica Ceca 3
DO - Repubblica Dominicana 3
GR - Grecia 3
IL - Israele 3
SA - Arabia Saudita 3
SI - Slovenia 3
BB - Barbados 2
BY - Bielorussia 2
GA - Gabon 2
HR - Croazia 2
KW - Kuwait 2
KZ - Kazakistan 2
LY - Libia 2
MD - Moldavia 2
MO - Macao, regione amministrativa speciale della Cina 2
OM - Oman 2
SK - Slovacchia (Repubblica Slovacca) 2
TT - Trinidad e Tobago 2
AE - Emirati Arabi Uniti 1
AM - Armenia 1
BM - Bermuda 1
BN - Brunei Darussalam 1
CD - Congo 1
EE - Estonia 1
ET - Etiopia 1
FJ - Figi 1
GH - Ghana 1
GP - Guadalupe 1
Totale 13.457
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Città #
Santa Clara 2.250
Ashburn 613
Warsaw 595
Singapore 514
Fairfield 313
Hong Kong 291
Seoul 258
Dublin 233
San Jose 221
Hefei 196
Milan 181
Los Angeles 157
Woodbridge 144
Council Bluffs 136
Beijing 128
Cambridge 120
Florence 111
Houston 108
Wilmington 108
Seattle 107
Ho Chi Minh City 96
Rome 95
Chandler 83
Hanoi 81
Altamura 76
Lawrence 76
The Dalles 75
Lauterbourg 69
Princeton 63
Boston 59
Dallas 54
Tokyo 49
Melbourne 45
New York 43
Wageningen 42
São Paulo 41
Mumbai 40
Buffalo 36
Helsinki 36
Ann Arbor 34
Moscow 30
Phoenix 29
Turin 29
Jacksonville 26
Naples 26
Jakarta 23
Shanghai 23
Chicago 22
Rio de Janeiro 22
Lima 21
London 21
Boardman 20
Kent 20
San Diego 20
Trondheim 20
Biên Hòa 19
Medford 19
Selva di Progno 18
Lappeenranta 17
Abidjan 15
Guangzhou 15
Haiphong 15
Bologna 14
Frankfurt am Main 14
San Francisco 14
Baghdad 13
Barcelona 13
Brasília 13
Da Nang 13
Redondo Beach 13
Tehran 13
Toronto 13
Bengaluru 12
Chennai 12
Falls Church 12
Tilburg 12
Belo Horizonte 11
Dong Ket 11
Brooklyn 10
Falkenstein 10
Hải Dương 10
Munich 10
Nanjing 10
Norwalk 10
Orem 10
Paju 10
Perth 10
Shenzhen 10
Vienna 10
Dhaka 9
Figino 9
Hillsboro 9
Johannesburg 9
Quito 9
Sydney 9
Tianjin 9
Venice 9
Abuja 8
Bogotá 8
Casablanca 8
Totale 8.856
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Nome #
PROBABILISTIC GEOTECHNICAL STABILITY ANALYSIS OF VEGETATIVE CRIB WALLS: INITIAL INSIGHTS 319
Risk analysis for the Ancona landslide—II: estimation of risk to buildings 299
Risk analysis for the Ancona landslide—I: characterization of landslide kinematics 294
Stima probabilistica dei cedimenti verticali indotti da scavi meccanizzati 284
Ricostruzione stratigrafica da prove CPT meccaniche nell’area portuale di Gioia Tauro mediante tecniche di clustering e fuzzy 270
Temporal evolution of flow-like landslide hazard for a road infrastructure in the municipality of Nocera Inferiore (southern Italy) under the effect of climate change 222
Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database 219
Preliminary investigations into two-dimensional aggravation phenomena of seismic ground response in two-layered shallow sedimentary basins 200
Comparative geotechnical analysis of slope stabilization through conventional, soil and water bioengineering, and combined solutions 198
Characterisation and engineering properties of Troll Clay 196
Buried footings in random soils: comparison of limit analysis and finite element analysis 193
A review of Model Uncertainties in Foundation Design 193
Bayesian characterization of transformation uncertainty for strength and stiffness of sands 192
A building classification system for multi-hazard assessment of historical religious buildings. 191
Time capsule for geotechnical risk and reliability 187
Discussion of "Axial compression of footings in cohesionless soils. I: Load-settlement behavior" by Sami O. Akbas and Fred H. Kulhawy 186
Recent innovations in the LaRiMiT risk mitigation tool: implementing a novel methodology for expert scoring and extending the database to include nature-based solutions 186
A quantitative framework for multi-risk analysis of wind and rain on trees 185
Soil variability analysis for geotechnical practice 180
Bayesian prediction of punch-through probability for spudcans in stiff-over-soft clay 179
Bayesian kriging to characterize spatial variability. 179
Assessment of weak stationarity using normalized cone tip resistance 177
Probability risk assessment of landslides: A case study at Finneidfjord 177
A conceptual framework for quantitative estimation of physical vulnerability to landslides 175
An expert-based landslide risk mitigation web portal. 175
An experience of knowledge co-production for setting up landslide risk management processes in a critical infrastructure: the case of Campania Region (Southern Italy). 174
Probabilistic assignment of design undrained shear strength using quantile regression. 172
Bayesian prediction of peak resistance of a spudcan penetrating sand-over-clay 172
Hazard and risk assessment of landslides 171
Approaches for assessment of vulnerability of critical infrastructures to weather-related hazards. 171
Random field characterisation of stress-normalised cone penetration testing parameters 170
The role of data in the evolution of geotechnical design|Il ruolo dei dati nell'evoluzione della progettazione geotecnica 169
A CPT-based design framework for uplifted open-ended piles installed in spatially variable sandy soils. II: Implications to site investigation and pile design for offshore wind farms 169
Probabilistic modeling of vulnerability of road infrastructures to floods 169
A framework for the design of vertically loaded piles in spatially variable soil 168
Investigation of correlation structures and weak stationarity using the CPT soil behavior classification index 167
Scenario-based probabilistic estimation of direct loss for geohazards 167
Stratigraphic Profiling by Cluster Analysis and Fuzzy Soil Classification from Mechanical Cone Penetration Tests. 163
Probabilistic assignment of effective friction angles of sands and silty sands from CPT using quantile regression 163
A CPT-based design framework for uplifted open-ended piles installed in spatially variable sandy soils. I: Soil resistance design line optimization 161
Statistical calibration of two-dimensional seismic aggravation effects for homogeneous basins 160
Comparative assessment of DMT-based and CPT-based transformation models for the estimation of shear wave velocity: a case study in central Italy 158
Variabilità geotecnica e affidabilità della sperimentazione 157
Probabilistic characterization of shear strain-dependency of shear modulus and damping ratio for italian clays 157
Random field characterization of stress-normalized CPT parameters 155
Comparative assessment of the vertical scale of fluctuation of undrained shear strength of clays from CPT and DMT testing: a case study in central Italy 154
Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil 153
Uncertainty-based characterisation of Troll marine clay 152
Some observations on assessment of gaussianity for correlated profiles 152
Probabilistic assignment of design strength for sands from in-situ testing data. 151
Statistical characterization and stochastic simulation of load-displacement behavior of shallow footings 149
Trends, techniques, testing, tribulations, tasks, trajectories: the saga of data in the evolution of geotechnical design 147
An Insight into the Sensitivity of Seismic Basin Effects to Boundary Conditions 147
Serviceability limit state design for uplift of helical anchors in clay 146
Shallow footing response on sands using a direct method based on cone penetration tests 145
Quantitative vulnerability estimation for scenario-based landslide hazards 144
Characterization of geotechnical spatial variability in river embankments from spatially adjacent SCPT 143
Uncertainty-based characterization of piezocone and T-bar data for the Laminaria offshore site 142
Deterministic and probabilistic advances in the analysis of Spudcan behaviour 140
Analysing physical vulnerability and risk of historical religious buildings to earthquake-triggered landslides 138
Serviceability limit state CPT-based design for vertically loaded shallow footings on sand 138
Quantitative modelling of spatial variability of piezocone data from Venice lagoon silty soils 136
Random field characterization of stress-normalised cone penetration testing parameters 134
CPT-based comparative mapping of liquefaction hazard for large areas 133
Potential role of reliability in forsensic geotechnical engineering. 133
Statistical identification of homogeneous soil layers in Venice lagoon soils 131
Load-displacement uncertainty of vertically loaded shallow footings on sands and effects on probabilistic settlement estimation 130
FEM Geotechnical analysis of the seismic damage to the church of S. Filippo in Nocera Umbra during the September 26, 1997 seismic sequence 126
Role of Reliability in Forensic Geotechnical Engineering 126
Probabilistic Estimation of Elastic and Volumetric Cyclic Dynamic Shear Strain Thresholds for Italian Clays 123
Stochastic Simulation of Uplift Load-Displacement Behavior of Helical Anchors in Clays 121
Non-deterministic interpretation and applications of CPT testing data 120
Comparative CPT-based classification of Cooper Marl 118
Comparative study of bearing capacity of buried footings using random limit analysis and random finite element method 117
Statistical analysis of geotechnical data 117
Quantitative calibration of two-dimensional aggravation factors in the seismic response of basins: a work-in-progress approach using OpenSees and Python 115
Indagini quantitative preliminari su fenomeni di aggravio bidimensionale in bacini omogenei 113
Probabilistic Assessment of the Bearing Capacity of Shallow Strip Footings on Stiff-Over-Soft Clay 113
Spatial characterization of Vs at Amherst NGES sitefrom SCPT using Bayesian kriging 107
Cluster analysis for informing vulnerability assessment of masonry churches to natural hazards 95
A simplified analytical approach to the equivalent geotechnical multi-scale modelling of composite Soil and Water Bioengineering (SWBe) solutions 87
Probabilistic geotechnical modeling of the seismic resilience of bioengineered slopes 68
SlideSafe: verso un applicativo per la zonazione dinamica probabilistica della pericolosità da frana superficiale 63
A multivariate database for root-induced mechanical reinforcement: status of work and initial insights 59
Primi risultati e considerazioni su un database a più variabili relative al rinforzo dei terreni dovuto alla presenza di apparati radicali 49
Metamodeling-based geotechnical characterization of the shear strain dependency of shear modulus of clayey soils from an Italian database 26
SlideSafe: A Tool for Probabilistic Assessment of Seismic Landslide Hazard 7
A Multivariate Database of Root-Induced Mechanical Reinforcement: Structure and Compilation Status 6
Totale 13.583
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Categoria #
all - tutte 36.005
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 36.005
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022312 0 0 26 8 13 16 12 28 16 23 20 150
2022/2023843 88 188 59 45 40 179 118 26 45 12 39 4
2023/2024456 18 36 88 49 34 42 16 68 13 37 22 33
2024/20254.552 114 337 223 510 1.517 978 98 238 142 103 126 166
2025/20264.980 340 597 568 770 410 196 453 302 307 287 137 613
2026/2027614 210 158 246 0 0 0 0 0 0 0 0 0
Totale 13.583