CONTE, Enrico
 Distribuzione geografica
Continente #
NA - Nord America 3.862
AS - Asia 3.120
EU - Europa 2.238
SA - Sud America 865
AF - Africa 120
OC - Oceania 39
Continente sconosciuto - Info sul continente non disponibili 8
Totale 10.252
Nazione #
US - Stati Uniti d'America 3.713
SG - Singapore 1.341
UA - Ucraina 735
CN - Cina 707
BR - Brasile 692
DE - Germania 588
IT - Italia 372
VN - Vietnam 351
HK - Hong Kong 281
SE - Svezia 245
TR - Turchia 122
KR - Corea 112
CA - Canada 103
SN - Senegal 70
AR - Argentina 64
IN - India 60
FI - Finlandia 59
GB - Regno Unito 43
FR - Francia 37
AU - Australia 35
EC - Ecuador 34
BE - Belgio 31
MX - Messico 30
ID - Indonesia 27
BD - Bangladesh 26
NL - Olanda 25
CO - Colombia 24
ZA - Sudafrica 18
RU - Federazione Russa 17
JP - Giappone 16
PL - Polonia 15
IQ - Iraq 14
PY - Paraguay 13
ES - Italia 11
CL - Cile 10
PE - Perù 10
AT - Austria 9
VE - Venezuela 9
CH - Svizzera 7
CZ - Repubblica Ceca 7
EU - Europa 7
IE - Irlanda 7
MA - Marocco 7
PH - Filippine 7
AE - Emirati Arabi Uniti 6
EG - Egitto 6
KE - Kenya 6
PK - Pakistan 6
JM - Giamaica 5
SK - Slovacchia (Repubblica Slovacca) 5
TN - Tunisia 5
JO - Giordania 4
KZ - Kazakistan 4
LT - Lituania 4
NP - Nepal 4
NZ - Nuova Zelanda 4
UY - Uruguay 4
AM - Armenia 3
BG - Bulgaria 3
BO - Bolivia 3
HN - Honduras 3
PA - Panama 3
RO - Romania 3
TH - Thailandia 3
UZ - Uzbekistan 3
AZ - Azerbaigian 2
BW - Botswana 2
BY - Bielorussia 2
DZ - Algeria 2
GY - Guiana 2
IL - Israele 2
IR - Iran 2
KG - Kirghizistan 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
LK - Sri Lanka 2
NO - Norvegia 2
RS - Serbia 2
SV - El Salvador 2
SY - Repubblica araba siriana 2
TW - Taiwan 2
AL - Albania 1
BH - Bahrain 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
GT - Guatemala 1
HR - Croazia 1
IS - Islanda 1
KH - Cambogia 1
KW - Kuwait 1
LU - Lussemburgo 1
LV - Lettonia 1
MK - Macedonia 1
ML - Mali 1
NG - Nigeria 1
PS - Palestinian Territory 1
Totale 10.249
Città #
Chandler 573
Jacksonville 542
Singapore 443
Boardman 276
Hong Kong 275
Dearborn 254
San Mateo 215
Beijing 192
Dallas 174
Ho Chi Minh City 131
Shanghai 124
Lawrence 120
Roxbury 119
Bremen 110
Hefei 106
Seoul 106
Izmir 104
Ann Arbor 100
Ashburn 95
Hanoi 78
Des Moines 76
Dakar 70
Cambridge 63
Ottawa 60
São Paulo 59
Inglewood 57
Grafing 52
Rende 51
Brooklyn 44
Munich 43
Wilmington 37
Helsinki 36
Brussels 30
Los Angeles 30
San Francisco 29
Cosenza 26
New York 26
Ogden 26
Council Bluffs 25
The Dalles 25
Guangzhou 21
Turku 21
Toronto 20
Milan 19
Columbus 18
Reggio Calabria 18
Biên Hòa 17
Santa Clara 17
Chicago 16
Houston 16
Rio de Janeiro 16
Amsterdam 15
Naples 15
Frankfurt am Main 14
Haiphong 14
Hobart 14
Da Nang 12
Guayaquil 12
Kyiv 12
Quito 12
Tokyo 11
Brasília 10
Curitiba 10
New Delhi 10
Seattle 10
Warsaw 10
Belo Horizonte 9
Canberra 9
Chennai 9
Johannesburg 9
Maceió 9
Porto Alegre 9
Stockholm 9
Wuxi 9
Bogotá 8
Campinas 8
Delhi 8
Istanbul 8
Lima 8
Mexico City 8
Bari 7
Dublin 7
Hải Dương 7
Natal 7
São José do Rio Preto 7
Zurich 7
Atlanta 6
Bologna 6
Buenos Aires 6
Can Tho 6
Duque de Caxias 6
Nairobi 6
Osasco 6
Salvador 6
Santo André 6
Shenzhen 6
Thái Nguyên 6
Adelaide 5
Candiolo 5
Catanzaro 5
Totale 5.625
Nome #
Soil compaction by vibro-replacement: a case study 149
An analysis of the consolidation of unsaturated soil 130
Post-failure stage simulation of a landslide using the material point method 130
Analisi dell'interazione cinematica palo-terreno 126
A method for the design of embedded cantilever retaining walls under static and seismic loading 122
A simplified method for predicting rainfall-induced mobility of active landslides 119
Analysis of the slope response to an increase in pore water pressure using the material point method 116
Analisi non lineare dell’interazione palo-terreno in presenza di forze orizzontali 114
A method for the analysis of soil slips triggered by rainfall 108
Analysis of the Maierato landslide (Calabria, Southern Italy) 106
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 105
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 104
Behaviour of flexible piles subjected to inclined loads 104
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 103
Analysis of pile groups under vertical harmonic vibration 103
Stability Analysis of Slopes Reinforced with Piles 102
Settlement analysis of pile groups in layered soils 101
Three-dimensional Finite Element Analysis of the Senise Landslide 100
ANALSI DELL'INTERAZIONE CINEMATICA PALO-TERRENO 100
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 99
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 98
Analisi Numerica di un Movimento Franoso 98
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 97
Static and dynamic analysis of pile groups subjected to vertical loading 96
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 96
A finite element approach for the analysis of active slow- moving landslides 96
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 94
L’interazione terreno-struttura nella risposta sismica di ponti con fondazioni profonde 94
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 91
Soil layer response to pore pressure variations at the boundary 91
Analisi FEM di pali caricati orizzontalmente 90
Improvement of compressible soils using the vibro-replacement technique 90
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 90
Theoretical analysis of centrifugal model tests on reinforcement earth structures 88
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 88
Nonlinear seismic response of single piles 87
Interaction factors for the analysis of pile groups in layered soils 87
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 86
ATTENUAZIONE DEL MOTO DEL TERRENO MEDIANTE TRINCEE 86
SOIL-PILE KINEMATIC INTERATION: NEW PERSPECTIVES FOR EC8 IMPROVEMENTS 86
A performance-based method for the design of drainage trenches used to stabilize slopes 86
A method for the design of embedded cantilever retaining walls under static and seismic loading 86
Stability analysis of slopes in soils with strain-softening behaviour 85
Improvement of compressibile soils using the vibro-replacement technique 85
Amplification effects of wave propagation in slopes 85
On the Pile Response to Inclined Loads 85
Settlement Rate of Foundations on Unsaturated Soils 84
A NUMERICAL PROCEDURE FOR THE ANALYSIS OF SOIL CONSOLIDATION 84
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 84
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 83
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 83
Post-failure analysis of the Maierato landslide using the material point method 82
Stability analysis of infinite clayey slopes subjected to pore pressure changes 81
Seismic response of alluvial valleys to SH waves 81
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 81
An analytical solution for Newmark's sliding block 81
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 81
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 80
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 80
An Analysis of Piles Used to Stabilize Slopes 80
Geotechnical parameters from VP and VS measurements in unsaturated soils 80
Back-analysis of the Senise landslide (Southern Italy) 79
Influence of groundwater on the bearing capacity of shallow foundations 78
Settlement analysis of layered soil systems by stiffness method 78
Analisi pseudostatica e dinamica di gallerie in aree sismiche 78
Seismic Stability Analysis of Reinforced Slopes 78
One-dimensional Consolidation of Unsaturated Soils 77
Screening of Rayleigh waves by open trences 77
Il calcolo della spinta sui muri di sostegno con il metodo degli elementi distinti 76
Simplified methods for the dynamic analysis of single pile in layered soils 76
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 75
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 74
Sallecitazioni indotte sa sisma in gallerie circolari interrate 74
Simplified analysis of cantilever diaphragm walls in cohesive soils 74
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 74
Sul calcolo delle deformazioni permanenti secondo l'approccio di Newmark 73
Analisi dinamica dei terreni orizzontalmente stratificati 73
Analysis of an excavation-induced landslide in stiff clay using the material point method 73
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 72
Un'analisi probabilistica degli spostamenti permanenti indotti nei pendii da carichi sismici 72
Soil-pile kinematic interaction: new perspectives for EC8 improvements 72
OSSERVAZIONE DEL COMPORTAMENTO DI UNA PARATIA DI SOSTEGNO IN UN AMMASSO ROCCIOSO ALTERATO 72
Radial consolidation with vertical drains and general time-dependent loading 72
Nonlinear consolidation of thin layers subjected to time-dependent loading 71
Spostamenti e tensioni indotte nei pendii da onde sismiche 71
The behaviour of some engineering structures in a geologically complex formation 71
Seismic Stability Analysis of Reinforced Slopes 70
Soil-structure interaction of embedded foundations under seismic loading 70
L'indice TEI per la misura degli effetti sismici prodotti da irregolarità topografiche 69
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 69
Elastic settlement of circular footings on nonhomogeneous soils 68
Discussion on: Eartquake-induced permanent deformations: probabilistic approach 67
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 67
La stabilità sismica dei rilevati 66
Shear and dilatational wave velocities for unsaturated soils 64
Diffrazione di onde P ed SV in presenza di irregolarità topografiche 64
Una procedura numerica per l'analisi dei processi di consolidazione in terreni orizzontalmente stratificati 63
Landslides risk mitigation along lifelines 63
One-dimensional consolidation under general time-dependent loading 63
Un intervento di vibroflottazione in terreni liquefacibili 62
Totale 8.592
Categoria #
all - tutte 69.922
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 69.922


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021554 0 0 0 0 14 126 8 150 17 123 12 104
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
2025/20262.635 786 305 459 704 381 0 0 0 0 0 0 0
Totale 10.409