CONTE, Enrico
 Distribuzione geografica
Continente #
AS - Asia 4.799
NA - Nord America 4.775
EU - Europa 2.681
SA - Sud America 1.456
AF - Africa 271
OC - Oceania 43
Continente sconosciuto - Info sul continente non disponibili 10
Totale 14.035
Nazione #
US - Stati Uniti d'America 4.549
SG - Singapore 1.770
BR - Brasile 1.045
CN - Cina 938
VN - Vietnam 835
UA - Ucraina 751
DE - Germania 599
IT - Italia 518
HK - Hong Kong 298
SE - Svezia 246
FR - Francia 193
BD - Bangladesh 178
TR - Turchia 146
IN - India 128
AR - Argentina 127
CA - Canada 113
KR - Corea 113
EC - Ecuador 83
IQ - Iraq 76
SN - Senegal 73
FI - Finlandia 70
CO - Colombia 63
ZA - Sudafrica 60
GB - Regno Unito 58
MX - Messico 58
ID - Indonesia 55
RU - Federazione Russa 48
AU - Australia 39
CL - Cile 36
NL - Olanda 36
PK - Pakistan 35
MA - Marocco 34
BE - Belgio 32
VE - Venezuela 31
PH - Filippine 29
JP - Giappone 21
PY - Paraguay 21
KE - Kenya 20
MY - Malesia 20
PE - Perù 20
TN - Tunisia 20
ES - Italia 19
PL - Polonia 19
JO - Giordania 18
UY - Uruguay 18
AE - Emirati Arabi Uniti 16
SA - Arabia Saudita 16
EG - Egitto 15
UZ - Uzbekistan 14
DZ - Algeria 12
AT - Austria 11
BO - Bolivia 10
IE - Irlanda 10
JM - Giamaica 10
TH - Thailandia 10
KZ - Kazakistan 9
LT - Lituania 9
NP - Nepal 9
CH - Svizzera 8
CZ - Repubblica Ceca 8
HN - Honduras 8
AZ - Azerbaigian 7
EU - Europa 7
RO - Romania 7
TW - Taiwan 7
CI - Costa d'Avorio 6
IL - Israele 6
PA - Panama 6
SY - Repubblica araba siriana 6
AO - Angola 5
BG - Bulgaria 5
CR - Costa Rica 5
DO - Repubblica Dominicana 5
ET - Etiopia 5
KW - Kuwait 5
SK - Slovacchia (Repubblica Slovacca) 5
SV - El Salvador 5
BY - Bielorussia 4
GT - Guatemala 4
KG - Kirghizistan 4
LB - Libano 4
NI - Nicaragua 4
NZ - Nuova Zelanda 4
AL - Albania 3
AM - Armenia 3
GA - Gabon 3
GE - Georgia 3
MD - Moldavia 3
MK - Macedonia 3
NG - Nigeria 3
QA - Qatar 3
RS - Serbia 3
XK - ???statistics.table.value.countryCode.XK??? 3
BB - Barbados 2
BH - Bahrain 2
BW - Botswana 2
CG - Congo 2
GY - Guiana 2
HR - Croazia 2
IR - Iran 2
Totale 13.994
Città #
Singapore 760
Chandler 573
Jacksonville 542
San Jose 344
Hong Kong 291
Ho Chi Minh City 288
Boardman 276
Dearborn 254
Ashburn 231
Beijing 221
San Mateo 215
Hanoi 194
Dallas 178
Council Bluffs 159
Shanghai 125
Lawrence 120
Roxbury 119
Lauterbourg 118
Bremen 110
Hefei 106
Seoul 106
Izmir 104
Ann Arbor 100
São Paulo 92
Des Moines 76
Dakar 73
Cambridge 63
Ottawa 60
Inglewood 57
New York 54
Rende 53
Grafing 52
Helsinki 45
Brooklyn 44
Munich 43
Da Nang 42
Los Angeles 41
Wilmington 37
Columbus 36
Haiphong 36
Santa Clara 35
Orem 33
San Francisco 33
Brussels 31
Milan 31
Biên Hòa 30
Guangzhou 28
Guayaquil 27
Cosenza 26
Ogden 26
Baghdad 25
Quito 25
The Dalles 25
Naples 24
Rio de Janeiro 23
Rome 23
Toronto 23
Amsterdam 21
Johannesburg 21
Turku 21
Chennai 20
Hải Dương 19
Reggio Calabria 18
Amman 17
Chicago 17
Frankfurt am Main 17
Houston 17
Nairobi 17
Belo Horizonte 16
Cape Town 16
Kyiv 16
Santiago 16
Tianjin 16
Brasília 15
Montevideo 15
New Delhi 15
Thái Nguyên 15
Hobart 14
Medellín 14
Warsaw 14
Bogotá 13
Campinas 13
Can Tho 13
Caracas 13
Delhi 13
Istanbul 13
Lima 13
Curitiba 12
Ninh Bình 12
Porto Alegre 12
Tashkent 12
Tokyo 12
Buenos Aires 11
Kuala Lumpur 11
Shenzhen 11
Casablanca 10
Dhaka 10
Fortaleza 10
Maceió 10
Osasco 10
Totale 7.527
Nome #
Analisi dell'interazione cinematica palo-terreno 179
Soil compaction by vibro-replacement: a case study 178
Post-failure stage simulation of a landslide using the material point method 168
An analysis of the consolidation of unsaturated soil 166
A method for the design of embedded cantilever retaining walls under static and seismic loading 162
Stability Analysis of Slopes Reinforced with Piles 161
Analysis of the slope response to an increase in pore water pressure using the material point method 158
ANALSI DELL'INTERAZIONE CINEMATICA PALO-TERRENO 151
A method for the analysis of soil slips triggered by rainfall 148
A simplified method for predicting rainfall-induced mobility of active landslides 148
Analysis of pile groups under vertical harmonic vibration 146
Behaviour of flexible piles subjected to inclined loads 145
A finite element approach for the analysis of active slow- moving landslides 142
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 141
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion 140
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 140
Analisi Numerica di un Movimento Franoso 137
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 137
Analisi non lineare dell’interazione palo-terreno in presenza di forze orizzontali 136
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 134
Settlement analysis of pile groups in layered soils 133
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 132
Three-dimensional Finite Element Analysis of the Senise Landslide 132
L’interazione terreno-struttura nella risposta sismica di ponti con fondazioni profonde 132
Analysis of the Maierato landslide (Calabria, Southern Italy) 131
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 130
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 130
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 128
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 127
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 126
Soil layer response to pore pressure variations at the boundary 124
Interaction factors for the analysis of pile groups in layered soils 124
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 123
Static and dynamic analysis of pile groups subjected to vertical loading 122
A NUMERICAL PROCEDURE FOR THE ANALYSIS OF SOIL CONSOLIDATION 122
A performance-based method for the design of drainage trenches used to stabilize slopes 122
On the Pile Response to Inclined Loads 122
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 121
A method for the design of embedded cantilever retaining walls under static and seismic loading 120
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 120
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 119
ATTENUAZIONE DEL MOTO DEL TERRENO MEDIANTE TRINCEE 118
SOIL-PILE KINEMATIC INTERATION: NEW PERSPECTIVES FOR EC8 IMPROVEMENTS 117
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 116
Improvement of compressible soils using the vibro-replacement technique 115
An analytical solution for Newmark's sliding block 115
Post-failure analysis of the Maierato landslide using the material point method 115
Analysis of an excavation-induced landslide in stiff clay using the material point method 115
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 114
Stability analysis of slopes in soils with strain-softening behaviour 113
Stability analysis of infinite clayey slopes subjected to pore pressure changes 112
Radial consolidation with vertical drains and general time-dependent loading 112
Nonlinear seismic response of single piles 111
Settlement Rate of Foundations on Unsaturated Soils 110
Analisi FEM di pali caricati orizzontalmente 110
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 110
L'indice TEI per la misura degli effetti sismici prodotti da irregolarità topografiche 109
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 108
Seismic response of alluvial valleys to SH waves 107
Geotechnical parameters from VP and VS measurements in unsaturated soils 107
Amplification effects of wave propagation in slopes 106
Una procedura numerica per il calcolo delle pressioni idrodinamiche sulle dighe a gravità 105
Seismic Stability Analysis of Reinforced Slopes 105
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 105
Theoretical analysis of centrifugal model tests on reinforcement earth structures 103
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 103
Il calcolo della spinta sui muri di sostegno con il metodo degli elementi distinti 102
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 102
Improvement of compressibile soils using the vibro-replacement technique 101
Influence of groundwater on the bearing capacity of shallow foundations 100
Simplified analysis of cantilever diaphragm walls in cohesive soils 100
A Simplified Analytical Method to Predict Shallow Landslides Induced by Rainfall in Unsaturated Soils 99
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays 98
An Analysis of Piles Used to Stabilize Slopes 98
Consolidation Analysis for Unsaturated Soils 98
Analisi dinamica dei terreni orizzontalmente stratificati 97
Spostamenti e tensioni indotte nei pendii da onde sismiche 96
The behaviour of some engineering structures in a geologically complex formation 96
OSSERVAZIONE DEL COMPORTAMENTO DI UNA PARATIA DI SOSTEGNO IN UN AMMASSO ROCCIOSO ALTERATO 96
Un'analisi probabilistica degli spostamenti permanenti indotti nei pendii da carichi sismici 95
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 95
Simplified methods for the dynamic analysis of single pile in layered soils 95
One-dimensional consolidation under general time-dependent loading 95
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 94
Back-analysis of the Senise landslide (Southern Italy) 93
Soil-structure interaction of embedded foundations under seismic loading 92
Screening of Rayleigh waves by open trences 92
Settlement analysis of layered soil systems by stiffness method 91
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 91
Seismic Stability Analysis of Reinforced Slopes 91
Analisi pseudostatica e dinamica di gallerie in aree sismiche 91
Post-failure stage analysis of flow-type landslides using different numerical techniques 90
Nonlinear consolidation of thin layers subjected to time-dependent loading 89
One-dimensional Consolidation of Unsaturated Soils 89
Sul calcolo delle deformazioni permanenti secondo l'approccio di Newmark 89
Soil-pile kinematic interaction: new perspectives for EC8 improvements 89
Stability of uniformly reinforced slopes 89
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles 88
Sallecitazioni indotte sa sisma in gallerie circolari interrate 88
Discussion on: Eartquake-induced permanent deformations: probabilistic approach 86
Totale 11.613
Categoria #
all - tutte 79.577
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 79.577


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021104 0 0 0 0 0 0 0 0 0 0 0 104
2021/20221.191 12 56 4 95 148 56 12 260 24 10 179 335
2022/20231.229 145 113 24 167 231 116 5 167 138 30 54 39
2023/2024782 88 55 61 45 51 26 25 57 64 35 85 190
2024/20252.101 70 349 109 111 176 46 79 85 293 65 213 505
2025/20266.422 786 305 459 704 1.290 373 627 301 502 533 208 334
Totale 14.196