IRIS
CONTE, Enrico
 Distribuzione geografica
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Continente #
AS - Asia 4.643
NA - Nord America 4.446
EU - Europa 2.600
SA - Sud America 1.456
AF - Africa 270
OC - Oceania 43
Continente sconosciuto - Info sul continente non disponibili 10
Totale 13.468
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Nazione #
US - Stati Uniti d'America 4.230
SG - Singapore 1.760
BR - Brasile 1.045
CN - Cina 913
VN - Vietnam 831
UA - Ucraina 751
DE - Germania 599
IT - Italia 440
HK - Hong Kong 295
SE - Svezia 246
FR - Francia 193
TR - Turchia 146
IN - India 128
AR - Argentina 127
KR - Corea 113
CA - Canada 109
EC - Ecuador 83
IQ - Iraq 76
BD - Bangladesh 74
SN - Senegal 73
FI - Finlandia 70
CO - Colombia 63
ZA - Sudafrica 60
MX - Messico 58
GB - Regno Unito 57
ID - Indonesia 54
RU - Federazione Russa 48
AU - Australia 39
CL - Cile 36
PK - Pakistan 35
MA - Marocco 34
NL - Olanda 34
BE - Belgio 32
VE - Venezuela 31
PH - Filippine 29
PY - Paraguay 21
KE - Kenya 20
PE - Perù 20
TN - Tunisia 20
ES - Italia 19
MY - Malesia 19
PL - Polonia 19
JO - Giordania 18
JP - Giappone 18
UY - Uruguay 18
SA - Arabia Saudita 16
AE - Emirati Arabi Uniti 15
EG - Egitto 15
UZ - Uzbekistan 14
DZ - Algeria 12
AT - Austria 11
BO - Bolivia 10
IE - Irlanda 10
TH - Thailandia 10
KZ - Kazakistan 9
LT - Lituania 9
CH - Svizzera 8
CZ - Repubblica Ceca 8
JM - Giamaica 8
NP - Nepal 8
AZ - Azerbaigian 7
EU - Europa 7
HN - Honduras 7
RO - Romania 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
TW - Taiwan 5
BY - Bielorussia 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
GT - Guatemala 3
MD - Moldavia 3
MK - Macedonia 3
NG - Nigeria 3
QA - Qatar 3
RS - Serbia 3
XK - ???statistics.table.value.countryCode.XK??? 3
BH - Bahrain 2
BW - Botswana 2
CG - Congo 2
GY - Guiana 2
HR - Croazia 2
IR - Iran 2
LA - Repubblica Popolare Democratica del Laos 2
Totale 13.431
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Città #
Singapore 758
Chandler 573
Jacksonville 542
San Jose 315
Ho Chi Minh City 288
Hong Kong 288
Boardman 276
Dearborn 254
Beijing 219
San Mateo 215
Ashburn 206
Hanoi 193
Dallas 174
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
Rende 53
Grafing 52
Helsinki 45
Brooklyn 44
Munich 43
Da Nang 42
Wilmington 37
Haiphong 36
Council Bluffs 33
Orem 32
Brussels 31
Los Angeles 31
Biên Hòa 30
San Francisco 30
Milan 29
New York 29
Guangzhou 28
Guayaquil 27
Cosenza 26
Ogden 26
Baghdad 25
Quito 25
The Dalles 25
Rio de Janeiro 23
Santa Clara 22
Amsterdam 21
Johannesburg 21
Toronto 21
Turku 21
Chennai 20
Hải Dương 19
Columbus 18
Reggio Calabria 18
Amman 17
Frankfurt am Main 17
Houston 17
Nairobi 17
Belo Horizonte 16
Cape Town 16
Chicago 16
Kyiv 16
Naples 16
Santiago 16
Tianjin 16
Brasília 15
Montevideo 15
New Delhi 15
Thái Nguyên 15
Hobart 14
Medellín 14
Rome 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 7.243
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Nome #
Soil compaction by vibro-replacement: a case study 178
Post-failure stage simulation of a landslide using the material point method 166
Analisi dell'interazione cinematica palo-terreno 162
A method for the design of embedded cantilever retaining walls under static and seismic loading 160
An analysis of the consolidation of unsaturated soil 157
Analysis of the slope response to an increase in pore water pressure using the material point method 156
Stability Analysis of Slopes Reinforced with Piles 155
A method for the analysis of soil slips triggered by rainfall 148
A simplified method for predicting rainfall-induced mobility of active landslides 145
Analysis of pile groups under vertical harmonic vibration 144
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 138
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 136
ANALSI DELL'INTERAZIONE CINEMATICA PALO-TERRENO 136
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 136
A finite element approach for the analysis of active slow- moving landslides 135
Settlement analysis of pile groups in layered soils 133
Analisi non lineare dell’interazione palo-terreno in presenza di forze orizzontali 133
Three-dimensional Finite Element Analysis of the Senise Landslide 132
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 131
Analisi Numerica di un Movimento Franoso 131
Behaviour of flexible piles subjected to inclined loads 131
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 127
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 126
Analysis of the Maierato landslide (Calabria, Southern Italy) 126
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 126
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 125
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 123
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 122
Interaction factors for the analysis of pile groups in layered soils 122
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 122
Soil layer response to pore pressure variations at the boundary 120
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 120
Static and dynamic analysis of pile groups subjected to vertical loading 118
A method for the design of embedded cantilever retaining walls under static and seismic loading 118
On the Pile Response to Inclined Loads 118
L’interazione terreno-struttura nella risposta sismica di ponti con fondazioni profonde 117
A performance-based method for the design of drainage trenches used to stabilize slopes 116
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 116
A NUMERICAL PROCEDURE FOR THE ANALYSIS OF SOIL CONSOLIDATION 115
Improvement of compressible soils using the vibro-replacement technique 114
An analytical solution for Newmark's sliding block 114
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 113
Stability analysis of slopes in soils with strain-softening behaviour 113
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 113
Post-failure analysis of the Maierato landslide using the material point method 113
Stability analysis of infinite clayey slopes subjected to pore pressure changes 110
Analisi FEM di pali caricati orizzontalmente 110
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 110
SOIL-PILE KINEMATIC INTERATION: NEW PERSPECTIVES FOR EC8 IMPROVEMENTS 109
ATTENUAZIONE DEL MOTO DEL TERRENO MEDIANTE TRINCEE 108
Analysis of an excavation-induced landslide in stiff clay using the material point method 108
Settlement Rate of Foundations on Unsaturated Soils 107
Amplification effects of wave propagation in slopes 106
Nonlinear seismic response of single piles 106
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 105
Seismic response of alluvial valleys to SH waves 104
Geotechnical parameters from VP and VS measurements in unsaturated soils 104
Seismic Stability Analysis of Reinforced Slopes 104
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 103
Theoretical analysis of centrifugal model tests on reinforcement earth structures 103
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 103
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 101
Improvement of compressibile soils using the vibro-replacement technique 100
Il calcolo della spinta sui muri di sostegno con il metodo degli elementi distinti 100
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 100
Radial consolidation with vertical drains and general time-dependent loading 100
Simplified analysis of cantilever diaphragm walls in cohesive soils 100
Influence of groundwater on the bearing capacity of shallow foundations 99
An Analysis of Piles Used to Stabilize Slopes 97
A Simplified Analytical Method to Predict Shallow Landslides Induced by Rainfall in Unsaturated Soils 95
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays 95
Un'analisi probabilistica degli spostamenti permanenti indotti nei pendii da carichi sismici 94
L'indice TEI per la misura degli effetti sismici prodotti da irregolarità topografiche 94
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 93
Spostamenti e tensioni indotte nei pendii da onde sismiche 93
Back-analysis of the Senise landslide (Southern Italy) 93
Simplified methods for the dynamic analysis of single pile in layered soils 93
Analisi dinamica dei terreni orizzontalmente stratificati 93
Soil-structure interaction of embedded foundations under seismic loading 92
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 92
Settlement analysis of layered soil systems by stiffness method 90
Analisi pseudostatica e dinamica di gallerie in aree sismiche 90
Screening of Rayleigh waves by open trences 90
The behaviour of some engineering structures in a geologically complex formation 90
Nonlinear consolidation of thin layers subjected to time-dependent loading 89
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 89
Sul calcolo delle deformazioni permanenti secondo l'approccio di Newmark 89
Seismic Stability Analysis of Reinforced Slopes 88
One-dimensional Consolidation of Unsaturated Soils 87
Sallecitazioni indotte sa sisma in gallerie circolari interrate 87
Soil-pile kinematic interaction: new perspectives for EC8 improvements 87
One-dimensional consolidation under general time-dependent loading 87
Discussion on: Eartquake-induced permanent deformations: probabilistic approach 86
Stability of uniformly reinforced slopes 86
Diffrazione di onde P ed SV in presenza di irregolarità topografiche 85
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 84
Post-failure stage analysis of flow-type landslides using different numerical techniques 83
Una procedura numerica per l'analisi dei processi di consolidazione in terreni orizzontalmente stratificati 83
Investigation on active isolation of machine foundations by open trenches 83
Elastic settlement of circular footings on nonhomogeneous soils 82
Totale 11.159
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Categoria #
all - tutte 75.901
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 75.901
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021239 0 0 0 0 0 0 0 0 0 123 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
2025/20265.855 786 305 459 704 1.290 373 627 301 502 508 0 0
Totale 13.629