UZIELLI, MARCO
 Distribuzione geografica
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Continente #
NA - Nord America 2.826
EU - Europa 2.252
AS - Asia 490
AF - Africa 26
OC - Oceania 25
SA - Sud America 22
Totale 5.641
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Nazione #
US - Stati Uniti d'America 2.817
RU - Federazione Russa 791
PL - Polonia 592
IT - Italia 255
IE - Irlanda 234
SE - Svezia 194
SG - Singapore 141
CN - Cina 132
HK - Hong Kong 99
IN - India 42
FI - Finlandia 33
GB - Regno Unito 29
DE - Germania 28
AU - Australia 25
KR - Corea 22
NO - Norvegia 21
UA - Ucraina 21
CI - Costa d'Avorio 14
VN - Vietnam 13
ES - Italia 11
JP - Giappone 10
NL - Olanda 10
IR - Iran 9
PE - Perù 9
CA - Canada 8
PT - Portogallo 8
AT - Austria 7
FR - Francia 7
BR - Brasile 6
TW - Taiwan 6
CL - Cile 5
ID - Indonesia 5
MU - Mauritius 5
TR - Turchia 5
CH - Svizzera 3
DZ - Algeria 3
BE - Belgio 2
CO - Colombia 2
MA - Marocco 2
MO - Macao, regione amministrativa speciale della Cina 2
RO - Romania 2
CZ - Repubblica Ceca 1
DK - Danimarca 1
GR - Grecia 1
IL - Israele 1
LU - Lussemburgo 1
MX - Messico 1
NG - Nigeria 1
PH - Filippine 1
PS - Palestinian Territory 1
SC - Seychelles 1
TH - Thailandia 1
Totale 5.641
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Città #
Santa Clara 941
Warsaw 588
Fairfield 313
Dublin 232
Ashburn 147
Woodbridge 143
Cambridge 119
Singapore 119
Wilmington 106
Houston 104
Seattle 104
Chandler 83
Altamura 76
Lawrence 76
Beijing 71
Princeton 63
Boston 55
Hong Kong 45
Florence 38
Mumbai 37
Ann Arbor 34
Jacksonville 25
San Diego 20
Medford 19
Milan 19
Rome 17
Moscow 16
Shanghai 15
Trondheim 15
Abidjan 14
Boardman 13
Falls Church 12
Dong Ket 11
Helsinki 10
Lappeenranta 10
Los Angeles 10
Norwalk 10
Paju 10
Barcelona 9
Hillsboro 9
Lima 9
Dongdaemun-gu 8
Melbourne 8
Perth 8
Redwood City 8
Sydney 8
Bristol 7
London 7
Vienna 7
Tehran 6
West Jordan 6
Champaign 5
Guangzhou 5
Krefeld 5
Munich 5
Rio Bueno 5
Andover 4
Faenza 4
Izmir 4
Konandai 4
Nanjing 4
Quinta Do Conde 4
Toronto 4
Turin 4
Yubileyny 4
Catania 3
Chicago 3
Lucca 3
Naples 3
New York 3
Okayama 3
Pisa 3
Pistoia 3
Seoul 3
Trieste 3
Alicante 2
Bagno a Ripoli 2
Bandung 2
Baton Rouge 2
Bergen 2
Bologna 2
Brussels 2
Cantù 2
Cermenate 2
Chioggia 2
Council Bluffs 2
Frankfurt Am Main 2
Genova 2
Kharagpur 2
Lisbon 2
Macao 2
Maidstone 2
Makassar 2
Marrakesh 2
Oslo 2
Padova 2
Pelotas 2
Petriolo 2
Phoenix 2
Québec 2
Totale 3.981
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Nome #
Risk analysis for the Ancona landslide—II: estimation of risk to buildings 235
Risk analysis for the Ancona landslide—I: characterization of landslide kinematics 225
Ricostruzione stratigrafica da prove CPT meccaniche nell’area portuale di Gioia Tauro mediante tecniche di clustering e fuzzy 205
Stima probabilistica dei cedimenti verticali indotti da scavi meccanizzati 198
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 127
Discussion of "Axial compression of footings in cohesionless soils. I: Load-settlement behavior" by Sami O. Akbas and Fred H. Kulhawy 126
Random field characterisation of stress-normalised cone penetration testing parameters 106
Variabilità geotecnica e affidabilità della sperimentazione 98
Buried footings in random soils: comparison of limit analysis and finite element analysis 94
A conceptual framework for quantitative estimation of physical vulnerability to landslides 93
Assessment of weak stationarity using normalized cone tip resistance 92
Probability risk assessment of landslides: A case study at Finneidfjord 92
Hazard and risk assessment of landslides 92
Bayesian characterization of transformation uncertainty for strength and stiffness of sands 91
Some observations on assessment of gaussianity for correlated profiles 89
Bayesian prediction of punch-through probability for spudcans in stiff-over-soft clay 89
Random field characterization of stress-normalized CPT parameters 85
Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil 84
Statistical characterization and stochastic simulation of load-displacement behavior of shallow footings 82
Investigation of correlation structures and weak stationarity using the CPT soil behavior classification index 82
Bayesian prediction of peak resistance of a spudcan penetrating sand-over-clay 81
Probabilistic modeling of vulnerability of road infrastructures to floods 80
Shallow footing response on sands using a direct method based on cone penetration tests 80
Characterisation and engineering properties of Troll Clay 80
Scenario-based probabilistic estimation of direct loss for geohazards 77
Stratigraphic Profiling by Cluster Analysis and Fuzzy Soil Classification from Mechanical Cone Penetration Tests. 76
Serviceability limit state design for uplift of helical anchors in clay 76
CPT-based comparative mapping of liquefaction hazard for large areas 74
Deterministic and probabilistic advances in the analysis of Spudcan behaviour 74
A framework for the design of vertically loaded piles in spatially variable soil 74
Soil variability analysis for geotechnical practice 74
Probabilistic assignment of effective friction angles of sands and silty sands from CPT using quantile regression 74
Quantitative vulnerability estimation for scenario-based landslide hazards 73
Bayesian kriging to characterize spatial variability. 73
Probabilistic assignment of design undrained shear strength using quantile regression. 71
Preliminary investigations into two-dimensional aggravation phenomena of seismic ground response in two-layered shallow sedimentary basins 70
Load-displacement uncertainty of vertically loaded shallow footings on sands and effects on probabilistic settlement estimation 70
Random field characterization of stress-normalised cone penetration testing parameters 69
An experience of knowledge co-production for setting up landslide risk management processes in a critical infrastructure: the case of Campania Region (Southern Italy). 69
Probabilistic assignment of design strength for sands from in-situ testing data. 68
Serviceability limit state CPT-based design for vertically loaded shallow footings on sand 68
Approaches for assessment of vulnerability of critical infrastructures to weather-related hazards. 67
An expert-based landslide risk mitigation web portal. 65
FEM Geotechnical analysis of the seismic damage to the church of S. Filippo in Nocera Umbra during the September 26, 1997 seismic sequence 64
Role of Reliability in Forensic Geotechnical Engineering 64
Uncertainty-based characterisation of Troll marine clay 63
Characterization of geotechnical spatial variability in river embankments from spatially adjacent SCPT 62
Statistical identification of homogeneous soil layers in Venice lagoon soils 60
Uncertainty-based characterization of piezocone and T-bar data for the Laminaria offshore site 59
Statistical analysis of geotechnical data 59
Time capsule for geotechnical risk and reliability 56
Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database 56
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 56
Probabilistic characterization of shear strain-dependency of shear modulus and damping ratio for italian clays 56
Probabilistic Estimation of Elastic and Volumetric Cyclic Dynamic Shear Strain Thresholds for Italian Clays 55
Recent innovations in the LaRiMiT risk mitigation tool: implementing a novel methodology for expert scoring and extending the database to include nature-based solutions 55
A quantitative framework for multi-risk analysis of wind and rain on trees 54
A building classification system for multi-hazard assessment of historical religious buildings. 54
Spatial characterization of Vs at Amherst NGES sitefrom SCPT using Bayesian kriging 52
Comparative CPT-based classification of Cooper Marl 52
Comparative study of bearing capacity of buried footings using random limit analysis and random finite element method 51
A review of Model Uncertainties in Foundation Design 51
A CPT-based design framework for uplifted open-ended piles installed in spatially variable sandy soils. I: Soil resistance design line optimization 50
Probabilistic Assessment of the Bearing Capacity of Shallow Strip Footings on Stiff-Over-Soft Clay 50
Potential role of reliability in forsensic geotechnical engineering. 50
Quantitative modelling of spatial variability of piezocone data from Venice lagoon silty soils 50
Stochastic Simulation of Uplift Load-Displacement Behavior of Helical Anchors in Clays 48
Trends, techniques, testing, tribulations, tasks, trajectories: the saga of data in the evolution of geotechnical design 46
Statistical calibration of two-dimensional seismic aggravation effects for homogeneous basins 46
PROBABILISTIC GEOTECHNICAL STABILITY ANALYSIS OF VEGETATIVE CRIB WALLS: INITIAL INSIGHTS 44
Non-deterministic interpretation and applications of CPT testing data 42
Comparative assessment of DMT-based and CPT-based transformation models for the estimation of shear wave velocity: a case study in central Italy 41
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 37
Indagini quantitative preliminari su fenomeni di aggravio bidimensionale in bacini omogenei 34
The role of data in the evolution of geotechnical design|Il ruolo dei dati nell'evoluzione della progettazione geotecnica 28
Quantitative calibration of two-dimensional aggravation factors in the seismic response of basins: a work-in-progress approach using OpenSees and Python 24
Totale 5.737
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Categoria #
all - tutte 17.370
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 17.370
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020750 0 0 0 0 25 18 207 172 138 73 80 37
2020/2021496 31 65 39 32 13 55 31 59 41 90 9 31
2021/2022390 36 42 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
2024/20252.300 114 337 223 510 1.116 0 0 0 0 0 0 0
Totale 5.737