IRIS
CONTE, Enrico
 Distribuzione geografica
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Continente #
NA - Nord America 5.160
AS - Asia 4.866
EU - Europa 2.772
SA - Sud America 1.480
AF - Africa 271
Continente sconosciuto - Info sul continente non disponibili 173
OC - Oceania 43
Totale 14.765
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Nazione #
US - Stati Uniti d'America 4.914
SG - Singapore 1.774
BR - Brasile 1.057
CN - Cina 955
VN - Vietnam 839
UA - Ucraina 753
DE - Germania 602
IT - Italia 592
HK - Hong Kong 299
SE - Svezia 246
BD - Bangladesh 209
FR - Francia 193
TR - Turchia 147
AR - Argentina 130
IN - India 130
CA - Canada 122
KR - Corea 113
EC - Ecuador 85
IQ - Iraq 76
SN - Senegal 73
FI - Finlandia 70
CO - Colombia 69
GB - Regno Unito 65
ZA - Sudafrica 60
MX - Messico 59
ID - Indonesia 56
RU - Federazione Russa 48
AU - Australia 39
NL - Olanda 38
CL - Cile 36
PK - Pakistan 35
MA - Marocco 34
BE - Belgio 32
VE - Venezuela 32
PH - Filippine 29
MY - Malesia 22
JP - Giappone 21
PY - Paraguay 21
ES - Italia 20
KE - Kenya 20
PE - Perù 20
TN - Tunisia 20
PL - Polonia 19
AE - Emirati Arabi Uniti 18
JO - Giordania 18
UY - Uruguay 18
SA - Arabia Saudita 16
EG - Egitto 15
UZ - Uzbekistan 14
JM - Giamaica 13
DZ - Algeria 12
AT - Austria 11
BO - Bolivia 10
IE - Irlanda 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
CR - Costa Rica 7
EU - Europa 7
RO - Romania 7
TW - Taiwan 7
CI - Costa d'Avorio 6
IL - Israele 6
PA - Panama 6
SV - El Salvador 6
SY - Repubblica araba siriana 6
AO - Angola 5
BG - Bulgaria 5
DO - Repubblica Dominicana 5
ET - Etiopia 5
KW - Kuwait 5
SK - Slovacchia (Repubblica Slovacca) 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
BT - Bhutan 3
GA - Gabon 3
GE - Georgia 3
MD - Moldavia 3
MK - Macedonia 3
MQ - Martinica 3
NG - Nigeria 3
NO - Norvegia 3
QA - Qatar 3
RS - Serbia 3
XK - ???statistics.table.value.countryCode.XK??? 3
BB - Barbados 2
BH - Bahrain 2
BS - Bahamas 2
BW - Botswana 2
Totale 14.556
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Città #
Singapore 762
Chandler 573
Jacksonville 543
Council Bluffs 359
San Jose 344
Hong Kong 292
Ho Chi Minh City 289
Boardman 276
Ashburn 259
Dearborn 254
Beijing 222
San Mateo 215
Hanoi 195
Dallas 183
Shanghai 125
Lawrence 120
Roxbury 119
Lauterbourg 118
Bremen 110
Hefei 106
Seoul 106
Izmir 104
Ann Arbor 100
São Paulo 94
Des Moines 76
Dakar 73
Cambridge 63
Milan 62
New York 61
Ottawa 60
Santa Clara 59
Inglewood 57
Rende 56
Grafing 52
Los Angeles 51
Brooklyn 46
Helsinki 45
Munich 43
Da Nang 42
Wilmington 38
Columbus 36
Haiphong 36
Orem 33
San Francisco 33
Brussels 31
Rome 31
Biên Hòa 30
Guangzhou 28
Naples 28
The Dalles 28
Toronto 28
Guayaquil 27
Quito 27
Cosenza 26
Ogden 26
Baghdad 25
Rio de Janeiro 23
Amsterdam 21
Johannesburg 21
Turku 21
Chennai 20
Frankfurt am Main 19
Hải Dương 19
Chicago 18
Reggio Calabria 18
Amman 17
Brasília 17
Houston 17
Nairobi 17
Belo Horizonte 16
Cape Town 16
Kyiv 16
Santiago 16
Tianjin 16
Bogotá 15
Montevideo 15
New Delhi 15
Thái Nguyên 15
Campinas 14
Hobart 14
Istanbul 14
Medellín 14
Omaha 14
Warsaw 14
Can Tho 13
Caracas 13
Delhi 13
Kuala Lumpur 13
Lima 13
Curitiba 12
Ninh Bình 12
Porto Alegre 12
Shenzhen 12
Tashkent 12
Tokyo 12
Buenos Aires 11
Phoenix 11
Seattle 11
Turin 11
Casablanca 10
Totale 7.888
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Nome #
Soil compaction by vibro-replacement: a case study 189
Analisi dell'interazione cinematica palo-terreno 186
Post-failure stage simulation of a landslide using the material point method 177
A method for the design of embedded cantilever retaining walls under static and seismic loading 175
Stability Analysis of Slopes Reinforced with Piles 174
An analysis of the consolidation of unsaturated soil 168
Analysis of the slope response to an increase in pore water pressure using the material point method 166
Analysis of pile groups under vertical harmonic vibration 159
ANALSI DELL'INTERAZIONE CINEMATICA PALO-TERRENO 153
Behaviour of flexible piles subjected to inclined loads 152
A simplified method for predicting rainfall-induced mobility of active landslides 150
A method for the analysis of soil slips triggered by rainfall 149
A finite element approach for the analysis of active slow- moving landslides 149
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 148
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion 146
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 145
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 140
Three-dimensional Finite Element Analysis of the Senise Landslide 140
Analisi non lineare dell’interazione palo-terreno in presenza di forze orizzontali 140
Analisi Numerica di un Movimento Franoso 139
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 139
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 136
L’interazione terreno-struttura nella risposta sismica di ponti con fondazioni profonde 136
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 136
Settlement analysis of pile groups in layered soils 135
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 135
Analysis of the Maierato landslide (Calabria, Southern Italy) 135
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 134
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 133
Soil layer response to pore pressure variations at the boundary 131
Nonlinear seismic response of single piles 131
Interaction factors for the analysis of pile groups in layered soils 130
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 129
On the Pile Response to Inclined Loads 129
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 128
Static and dynamic analysis of pile groups subjected to vertical loading 127
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 126
A performance-based method for the design of drainage trenches used to stabilize slopes 125
Post-failure analysis of the Maierato landslide using the material point method 125
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 124
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 124
Stability analysis of infinite clayey slopes subjected to pore pressure changes 123
A NUMERICAL PROCEDURE FOR THE ANALYSIS OF SOIL CONSOLIDATION 123
A method for the design of embedded cantilever retaining walls under static and seismic loading 123
ATTENUAZIONE DEL MOTO DEL TERRENO MEDIANTE TRINCEE 122
Radial consolidation with vertical drains and general time-dependent loading 121
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 121
SOIL-PILE KINEMATIC INTERATION: NEW PERSPECTIVES FOR EC8 IMPROVEMENTS 120
Stability analysis of slopes in soils with strain-softening behaviour 119
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 119
Analysis of an excavation-induced landslide in stiff clay using the material point method 117
Improvement of compressible soils using the vibro-replacement technique 116
Seismic response of alluvial valleys to SH waves 116
An analytical solution for Newmark's sliding block 116
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 116
Seismic Stability Analysis of Reinforced Slopes 115
Influence of groundwater on the bearing capacity of shallow foundations 114
Analisi FEM di pali caricati orizzontalmente 113
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 112
Simplified analysis of cantilever diaphragm walls in cohesive soils 112
Settlement Rate of Foundations on Unsaturated Soils 111
L'indice TEI per la misura degli effetti sismici prodotti da irregolarità topografiche 111
Consolidation Analysis for Unsaturated Soils 111
Amplification effects of wave propagation in slopes 110
Geotechnical parameters from VP and VS measurements in unsaturated soils 108
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 108
Theoretical analysis of centrifugal model tests on reinforcement earth structures 107
Una procedura numerica per il calcolo delle pressioni idrodinamiche sulle dighe a gravità 106
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 105
Improvement of compressibile soils using the vibro-replacement technique 104
Il calcolo della spinta sui muri di sostegno con il metodo degli elementi distinti 103
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 103
A Simplified Analytical Method to Predict Shallow Landslides Induced by Rainfall in Unsaturated Soils 102
An Analysis of Piles Used to Stabilize Slopes 102
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays 101
The behaviour of some engineering structures in a geologically complex formation 99
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 98
Spostamenti e tensioni indotte nei pendii da onde sismiche 98
OSSERVAZIONE DEL COMPORTAMENTO DI UNA PARATIA DI SOSTEGNO IN UN AMMASSO ROCCIOSO ALTERATO 98
Analisi dinamica dei terreni orizzontalmente stratificati 98
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 98
Simplified methods for the dynamic analysis of single pile in layered soils 97
Un'analisi probabilistica degli spostamenti permanenti indotti nei pendii da carichi sismici 96
Seismic Stability Analysis of Reinforced Slopes 96
Back-analysis of the Senise landslide (Southern Italy) 96
One-dimensional consolidation under general time-dependent loading 96
Settlement analysis of layered soil systems by stiffness method 95
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 95
Soil-pile kinematic interaction: new perspectives for EC8 improvements 95
Screening of Rayleigh waves by open trences 94
Post-failure stage analysis of flow-type landslides using different numerical techniques 93
Soil-structure interaction of embedded foundations under seismic loading 93
Analisi pseudostatica e dinamica di gallerie in aree sismiche 93
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles 92
One-dimensional Consolidation of Unsaturated Soils 92
Sul calcolo delle deformazioni permanenti secondo l'approccio di Newmark 91
Nonlinear consolidation of thin layers subjected to time-dependent loading 90
Sallecitazioni indotte sa sisma in gallerie circolari interrate 90
Stability of uniformly reinforced slopes 90
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 89
Totale 12.085
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Categoria #
all - tutte 82.452
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 82.452
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.179 0 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
2025/20266.460 786 305 459 704 1.290 373 627 301 502 533 208 372
2026/2027531 416 115 0 0 0 0 0 0 0 0 0 0
Totale 14.765