SIMONINI, PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.646
EU - Europa 1.762
AS - Asia 1.487
SA - Sud America 88
AF - Africa 10
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.002
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Nazione #
US - Stati Uniti d'America 6.610
IT - Italia 888
SG - Singapore 724
CN - Cina 448
FI - Finlandia 191
DE - Germania 165
HK - Hong Kong 134
FR - Francia 117
UA - Ucraina 82
VN - Vietnam 73
BR - Brasile 72
RU - Federazione Russa 72
GB - Regno Unito 68
SE - Svezia 62
CA - Canada 27
NL - Olanda 25
IE - Irlanda 19
IN - India 19
CH - Svizzera 17
ES - Italia 17
JP - Giappone 17
TW - Taiwan 15
AT - Austria 10
IR - Iran 10
PL - Polonia 10
ID - Indonesia 9
TR - Turchia 8
CO - Colombia 7
AU - Australia 6
IQ - Iraq 5
MX - Messico 5
KR - Corea 4
NG - Nigeria 4
PT - Portogallo 4
TH - Thailandia 4
EG - Egitto 3
IS - Islanda 3
NO - Norvegia 3
SI - Slovenia 3
BD - Bangladesh 2
CL - Cile 2
CZ - Repubblica Ceca 2
EC - Ecuador 2
EU - Europa 2
JM - Giamaica 2
LK - Sri Lanka 2
SA - Arabia Saudita 2
SK - Slovacchia (Repubblica Slovacca) 2
UZ - Uzbekistan 2
AE - Emirati Arabi Uniti 1
AR - Argentina 1
BO - Bolivia 1
DK - Danimarca 1
GA - Gabon 1
GE - Georgia 1
JO - Giordania 1
KG - Kirghizistan 1
LB - Libano 1
LU - Lussemburgo 1
MA - Marocco 1
MY - Malesia 1
NI - Nicaragua 1
NZ - Nuova Zelanda 1
OM - Oman 1
PE - Perù 1
PH - Filippine 1
PK - Pakistan 1
SZ - Regno dello Swaziland 1
TT - Trinidad e Tobago 1
UY - Uruguay 1
VE - Venezuela 1
Totale 10.002
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Città #
Woodbridge 867
Fairfield 794
Ann Arbor 703
Ashburn 445
Houston 419
Jacksonville 353
Singapore 340
Wilmington 306
Seattle 285
Chandler 269
Cambridge 240
Santa Clara 230
Boardman 209
Padova 184
Princeton 176
Medford 135
Beijing 106
Hong Kong 106
Nanjing 80
San Diego 80
Milan 75
Des Moines 73
Dong Ket 73
Helsinki 73
Bologna 47
Bagnaria Arsa 35
Changsha 24
Hebei 24
Rome 23
Shenyang 23
Washington 23
Guangzhou 20
Dublin 19
Roxbury 19
New York 18
Indiana 16
London 16
Venice 16
Verona 16
Central 14
Norwalk 14
Bari 13
Jinan 13
Los Angeles 13
Nanchang 13
Turin 13
Jiaxing 12
Mogliano Veneto 12
Nuremberg 10
Ogden 10
São Paulo 10
Vicenza 10
Cavallino 9
Dallas 9
Florence 9
Lendinara 9
Piacenza 9
Atlanta 8
Champaign 8
Falkenstein 8
Tezze sul Brenta 8
Amsterdam 7
Genoa 7
Keelung 7
Krakow 7
Rieti 7
Ruddington 7
Trento 7
Xi'an 7
Barcelona 6
Kharkiv 6
Lappeenranta 6
Modena 6
Paris 6
Rockville 6
Surabaya 6
Tappahannock 6
Tokyo 6
Vienna 6
Baghdad 5
Columbia 5
Conegliano 5
Fiesso d'Artico 5
Granze 5
Redwood City 5
Sesto San Giovanni 5
Tianjin 5
Toronto 5
Zhengzhou 5
Ankara 4
Bolzano 4
Boulder 4
Delhi 4
Denver 4
Frankfurt am Main 4
Greenville 4
Naples 4
Nottingham 4
Ormelle 4
Ottawa 4
Totale 7.404
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Nome #
Caratterizzazione geotecnica, meccanismi di collasso e monitoraggio degli argini fluviali - Relazione generale 315
Geotechnical characterization and properties of Venice lagoon heterogeneous silts. 167
Adhesive Contact Algorithm for MPM and its Application to the Simulation of Cone Penetration in Clay 138
Distributed optical fibre sensing for early detection of shallow landslides triggering 133
Distributed strain measurements in a CFA pile using high spatial resolution fibre optic sensors 132
Application of a high resolution distributed temperature sensor in a physical model reproducing subsurface water flow 122
Evaluation of secondary compression of sands and silts from CPTU 117
Effectiveness of distributed temperature measurements for early detection of piping in river embankments 113
Effect on the Structure in Elevation of Wood Deterioration on Small-Pile Foundation: Numerical Analyses 112
MPM simulations of the impact of fast landslides on retaining dams 110
Integrating geotechnical and interferometric SAR measurements for secondary compressibility characterization of coastal soils 109
Influence of relative density and stress level on the bearing capacity of sands 107
Displacement field of a 1g model slope from digital image techniques. 107
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 105
Effect of artificial snowing system on the stability of a ski slope in the Dolomites 105
Application of a high resolution Distributed Temperature Sensor in a physical model reproducing subsurface water flow 103
Numerical study of partially drained penetration and pore pressure dissipation in piezocone test 102
Analysis of piezocone penetration under different drainage conditions with the two-phase Material Point Method 102
Impact forces of granular flows on rigid structures: Comparison between discontinuous (DEM) and continuous (MPM) numerical approaches 98
On the use of the piezocone to predict the maximum stiffness of Venetian soils 97
A two-phase model to describe the behaviour of saturated granular-cohesive soil mixtures 95
Mechanical and Physical properties of a CSM cut-off/retaining wall 94
Use of piezocone to predict maximum stiffness for Venetian soils 89
Coupled thermo-hydro-mechanical analysis of Venice lagoon salt marshes 89
Shear wave velocity as function of cone penetration test measurements in sand and silt mixtures 88
Some results of laboratory tests on lime-stabilized soils for high-speed railways in Italy. 85
Safeguarding Venice from high tides: site characterization & geotechnical problems 85
Behaviour of micropiles in heterogeneous coarse soils 85
Use of EPS grains to simulate the behavior of MSW in simple shear 81
A simple method to control the hydraulic conductivity of clay liners. 81
Granular Flow Impact Forces on Protection Structures: MPM Numerical Simulations with Different Constitutive Models 80
Use of Generalized Plasticity to describe the behaviour of a wide class of non-active natural soils 79
Effect of drying on a granular slope physical model analysed by Discrete Element Method (DEM) 78
Unified compression model for the Venice lagoon natural silts. 78
Effects of a single geosynthetic reinforcement on the mechanical behavior of a sand layer 77
Relevance of secondary compression in the Venice lagoon silts 77
Efficienza di un intervento di miglioramento colonnare sotto una diga foranea nel golfo di Trieste 77
Permeability evaluation in modeling the consolidation of an Italian soft clay deposit 77
Microstructural and Mineralogical Evaluation of the Effectiveness of Mixing Treatments in Stabilized Clays 77
Multidisciplinary Analysis and Modelling of a River Embankment Affected by Piping 77
Some remarks on the behavior of Venetian silts 76
Characterizing marshland compressibility by an in-situ loading test: design and set-up of an experiment in the Venice Lagoon 75
Mechanical behaviour of silty soils of the Venice lagoon as a function of their grading characteristics 74
null 73
Analysis of behavior of sand surrounding pile tips 72
Piezocone-based prediction of secondary compression settlements of coastal defence structures on natural silt mixtures 72
A New Parameter for the Evaluation of Mixing Quality in Deep Soil Mixing 72
Large-Scale Testing of Distributed Temperature Sensing for Early Detection of Piping 72
Stress-Strain Behaviour of Sands in Triaxial and Simple Shear Tests 71
Analisi della propagazione delle colate lungo il Tessina 71
Calibration of DMT for Venice Soils 71
Two-Phase Material Point Method Applied to Cone Penetration for Different Drainage Conditions 71
Study of landslide run-out and impact on protection structures with the Material Point Method 70
High density distributed strain sensing of landslide in large scale physical model 70
Evolutionary behaviour of the Tessina landslide 68
The effect of the front inclination on the impact forces transmitted by granular flows to rigid structures 67
Characterization of the Venice lagoon silts from in-situ tests and the performance of a test embankment. Keynote Lecture 66
River embankment characterization: The joint use of geophysical and geotechnical techniques 66
On the applicability of different geophysical techniques to river embankments characterization: a case study in Veneto Region (Italy) 65
Influence of recent morphological evolution on the stability of two slopes in the Euganean Hills 64
A new interpretation of the compressibility of Venetian silty-clay soils 64
Overconsolidation and stiffness of Venice lagoon sands and silts from SDMT and CPTU 64
Long-term mechanical behavior of wooden pile foundation in Venice 64
Numerical Features used in Simulations 64
STATISTICAL IDENTIFICATION OF HOMOGENEOUS SOIL UNITS FOR VENICE LAGOON SOILS 62
MICROMECHANICAL MODELING OF SHALLOW FOUNDATIONS ON A SLOPE CREST 61
Displacement field of a model slope from digital imaging and laser scanning 61
Analisi degli effetti della galleria 60
Two-phase dynamic MPM formulation for unsaturated soil 60
An optical fiber-based monitoring system to study the seepage flow below the landside toe of a river levee 60
Learning from the past to face the future: landslides in the Piave Valley (Eastern Alps, Italy) 59
Effects of grain-size composition examined in laboratory and numerical tests on artificial mud-flows 58
A finite element analysis of the tip bearing capacity of bored piles in sand 57
Numerical modelling of bearing capacity of shallow footings on sand 57
Numerical and experimental investigation of saturated granularcolumn collapse in air 57
Distributed optical fiber systems for monitoring the serviceability strain response of an Italian concrete arch dam and its foundation 56
An extensive investigation of land subsidence in the Euganean thermal basin 55
Analisi della risposta in esercizio di un palo CFA monitorato con fibre ottiche 55
Study of the effect of the drainage conditions on the cone penetration with the Material Point Method 55
Monitoring and Modeling Tidally Induced Pore-Pressure Oscillations in the Soil of St. Mark's Square in Venice, Italy 55
Numerical modelling of the time-dependent behaviour of Venice lagoon silts 54
New evolutionary scenarios on the Tessina landslide (North-Eastern Alps) and possible mitigation measures. 54
Time and temperature effects on the behaviour of geosynthetics-reinforced walls 53
Stiffness of clayey silts of the Venetian quaternary basin from laboratory tests 53
Geotechnical characterization of land subsidence in the Euganean thermal basin. 53
Comportamento dei micropali in terreni eterogenei 53
Scour effects on the overall behaviour of bridge deep foundations. 53
Distributed optical fiber sensors for the soil temperature measurement in river embankments 51
Stress history of Venice Lagoon sands from DMT and CPTU 51
A NEW PROPOSAL FOR IMPROVING THE GLOBAL SAFETY IN THE TESSINA VALLEY 51
Microstructural Analyses of a Stabilized Sand by a Deep-Mixing Method 51
Applicazione e confronto di Tecniche Geofisiche per il monitoraggio di sponde artificiali di contenimento 50
Analysis and risk mitigation of a complex movement in Tessina Valley 49
Numerically based design of protection systems against landslides. Workshop Numeric in Geotechnology 49
Behaviour of a Pre-loading Embankment on Soft Cohesive Soil. 49
Simulation of consolidation in large strains: a comparison between Finite Element method and Material Point method 48
Un modello multifase per il calcolo dei cedimenti in depositi eterogenei. 46
Primary and secondary compression characteristics of silts from CPTU: lessons learnt from the Venetian lagoon sediments 44
Modelling pore pressure response as a function of tide in the Venice lagoon marshes. 43
Modelling of failure behaviour in shallow footings under inclined loads 43
Totale 7.731
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Categoria #
all - tutte 39.966
article - articoli 15.034
book - libri 104
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.995
Totale 57.099
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020319 0 0 0 0 0 0 0 0 0 149 100 70
2020/20211.117 51 84 71 71 33 59 54 79 162 183 146 124
2021/20221.201 37 277 99 45 74 69 40 102 51 27 100 280
2022/2023984 251 8 39 67 135 128 13 109 131 15 60 28
2023/2024932 39 102 112 84 62 146 62 43 40 23 105 114
2024/20252.225 48 259 165 175 460 171 132 320 344 151 0 0
Totale 10.143