IRIS
CONTE, Enrico
 Distribuzione geografica
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Continente #
NA - Nord America 3.920
AS - Asia 3.764
EU - Europa 2.279
SA - Sud America 1.108
AF - Africa 173
OC - Oceania 40
Continente sconosciuto - Info sul continente non disponibili 8
Totale 11.292
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Nazione #
US - Stati Uniti d'America 3.747
SG - Singapore 1.591
BR - Brasile 846
CN - Cina 819
UA - Ucraina 742
DE - Germania 588
VN - Vietnam 538
IT - Italia 377
HK - Hong Kong 281
SE - Svezia 246
TR - Turchia 123
KR - Corea 112
CA - Canada 104
AR - Argentina 88
SN - Senegal 73
IN - India 67
FI - Finlandia 59
EC - Ecuador 57
BD - Bangladesh 43
GB - Regno Unito 43
MX - Messico 41
ID - Indonesia 39
FR - Francia 38
AU - Australia 36
IQ - Iraq 35
ZA - Sudafrica 33
CO - Colombia 32
RU - Federazione Russa 32
BE - Belgio 31
NL - Olanda 25
VE - Venezuela 19
JP - Giappone 16
MA - Marocco 16
PK - Pakistan 16
PY - Paraguay 16
PL - Polonia 15
UY - Uruguay 15
CL - Cile 14
PE - Perù 12
EG - Egitto 11
ES - Italia 11
KE - Kenya 11
PH - Filippine 11
AE - Emirati Arabi Uniti 10
AT - Austria 10
JO - Giordania 10
TN - Tunisia 9
BO - Bolivia 7
CH - Svizzera 7
CZ - Repubblica Ceca 7
DZ - Algeria 7
EU - Europa 7
IE - Irlanda 7
JM - Giamaica 6
UZ - Uzbekistan 6
HN - Honduras 5
KZ - Kazakistan 5
NP - Nepal 5
SK - Slovacchia (Repubblica Slovacca) 5
AO - Angola 4
BG - Bulgaria 4
LT - Lituania 4
NZ - Nuova Zelanda 4
PA - Panama 4
RO - Romania 4
AM - Armenia 3
BY - Bielorussia 3
CR - Costa Rica 3
DO - Repubblica Dominicana 3
IL - Israele 3
KG - Kirghizistan 3
MD - Moldavia 3
MK - Macedonia 3
NI - Nicaragua 3
RS - Serbia 3
SA - Arabia Saudita 3
SV - El Salvador 3
SY - Repubblica araba siriana 3
TH - Thailandia 3
TW - Taiwan 3
AL - Albania 2
AZ - Azerbaigian 2
BW - Botswana 2
GY - Guiana 2
IR - Iran 2
LA - Repubblica Popolare Democratica del Laos 2
LB - Libano 2
LK - Sri Lanka 2
NG - Nigeria 2
NO - Norvegia 2
BH - Bahrain 1
CI - Costa d'Avorio 1
EE - Estonia 1
GA - Gabon 1
GE - Georgia 1
GH - Ghana 1
GR - Grecia 1
GT - Guatemala 1
HR - Croazia 1
IS - Islanda 1
Totale 11.281
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Città #
Singapore 639
Chandler 573
Jacksonville 542
Boardman 276
Hong Kong 275
Dearborn 254
San Mateo 215
Beijing 213
Ho Chi Minh City 194
Dallas 174
Shanghai 125
Ashburn 124
Hanoi 122
Lawrence 120
Roxbury 119
Bremen 110
Hefei 106
Seoul 106
Izmir 104
Ann Arbor 100
Des Moines 76
São Paulo 74
Dakar 73
Cambridge 63
Ottawa 60
Inglewood 57
Grafing 52
Rende 51
Brooklyn 44
Munich 43
Wilmington 37
Helsinki 36
Brussels 30
Los Angeles 30
San Francisco 29
New York 28
Cosenza 26
Ogden 26
Biên Hòa 25
Council Bluffs 25
The Dalles 25
Guangzhou 24
Da Nang 22
Guayaquil 22
Haiphong 21
Turku 21
Milan 20
Toronto 20
Quito 19
Columbus 18
Reggio Calabria 18
Rio de Janeiro 18
Santa Clara 17
Chicago 16
Houston 16
Amsterdam 15
Naples 15
Frankfurt am Main 14
Hobart 14
Johannesburg 14
Kyiv 14
Belo Horizonte 13
Montevideo 12
Tianjin 12
Brasília 11
Nairobi 11
Porto Alegre 11
Thái Nguyên 11
Tokyo 11
Amman 10
Bogotá 10
Campinas 10
Can Tho 10
Curitiba 10
Hải Dương 10
Maceió 10
New Delhi 10
Ninh Bình 10
Seattle 10
Warsaw 10
Buenos Aires 9
Canberra 9
Cape Town 9
Chennai 9
Lima 9
Stockholm 9
Wuxi 9
Baghdad 8
Delhi 8
Istanbul 8
Mexico City 8
Osasco 8
São José do Rio Preto 8
Bari 7
Caracas 7
Dublin 7
Franca 7
Lahore 7
Natal 7
Santo André 7
Totale 6.121
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Nome #
Soil compaction by vibro-replacement: a case study 160
Post-failure stage simulation of a landslide using the material point method 142
A method for the design of embedded cantilever retaining walls under static and seismic loading 140
Analisi dell'interazione cinematica palo-terreno 139
An analysis of the consolidation of unsaturated soil 138
A simplified method for predicting rainfall-induced mobility of active landslides 132
Analysis of the slope response to an increase in pore water pressure using the material point method 132
A method for the analysis of soil slips triggered by rainfall 121
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 121
Analisi non lineare dell’interazione palo-terreno in presenza di forze orizzontali 120
Behaviour of flexible piles subjected to inclined loads 119
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour 118
ANALSI DELL'INTERAZIONE CINEMATICA PALO-TERRENO 117
Analysis of pile groups under vertical harmonic vibration 115
Two and three-dimensional numerical analysis of the progressive failure that occurred in an excavation-induced landslide 114
Settlement analysis of pile groups in layered soils 113
Stability Analysis of Slopes Reinforced with Piles 112
Analysis of the Maierato landslide (Calabria, Southern Italy) 110
Simplified Approach for the Analysis of Rainfall-Induced Shallow Landslides 109
Analisi Numerica di un Movimento Franoso 109
Three-dimensional Finite Element Analysis of the Senise Landslide 107
Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides” 106
Kinematics of the Maierato Landslide (Calabria, Southern Italy) 106
Prediction of the Mobility of Landslides Activated by Rainfall Using a Simplified Approach 106
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading 104
A finite element approach for the analysis of active slow- moving landslides 103
L’interazione terreno-struttura nella risposta sismica di ponti con fondazioni profonde 102
Static and dynamic analysis of pile groups subjected to vertical loading 101
On the Pile Response to Inclined Loads 101
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 100
A Simple Approach for Evaluating Slope Movements Induced by Groundwater Variations 100
Soil layer response to pore pressure variations at the boundary 99
A performance-based method for the design of drainage trenches used to stabilize slopes 99
Interaction factors for the analysis of pile groups in layered soils 99
Analisi FEM di pali caricati orizzontalmente 98
A method for the design of embedded cantilever retaining walls under static and seismic loading 98
Comportamento di un palo di piccolo diametro in rocce metamorfiche alterate 97
Improvement of compressible soils using the vibro-replacement technique 96
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 95
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks 94
A NUMERICAL PROCEDURE FOR THE ANALYSIS OF SOIL CONSOLIDATION 94
Geotechnical parameters from VP and VS measurements in unsaturated soils 94
Nonlinear seismic response of single piles 94
Theoretical analysis of centrifugal model tests on reinforcement earth structures 93
A Simple Method for Predicting Rainfall-Induced Shallow Landslides 92
Stability analysis of slopes in soils with strain-softening behaviour 92
Improvement of compressibile soils using the vibro-replacement technique 92
SOIL-PILE KINEMATIC INTERATION: NEW PERSPECTIVES FOR EC8 IMPROVEMENTS 92
Amplification effects of wave propagation in slopes 91
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 91
ATTENUAZIONE DEL MOTO DEL TERRENO MEDIANTE TRINCEE 90
Settlement Rate of Foundations on Unsaturated Soils 89
Post-failure analysis of the Maierato landslide using the material point method 89
An analytical solution for Newmark's sliding block 88
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 88
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides 87
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 87
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 87
Analysis of an excavation-induced landslide in stiff clay using the material point method 87
Influence of groundwater on the bearing capacity of shallow foundations 86
An Analysis of Piles Used to Stabilize Slopes 85
Simplified methods for the dynamic analysis of single pile in layered soils 85
Stability analysis of infinite clayey slopes subjected to pore pressure changes 84
Il calcolo della spinta sui muri di sostegno con il metodo degli elementi distinti 84
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 83
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 83
Screening of Rayleigh waves by open trences 83
Radial consolidation with vertical drains and general time-dependent loading 83
Simplified analysis of cantilever diaphragm walls in cohesive soils 83
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 83
Un'analisi probabilistica degli spostamenti permanenti indotti nei pendii da carichi sismici 82
Seismic response of alluvial valleys to SH waves 82
Back-analysis of the Senise landslide (Southern Italy) 82
Analisi dinamica dei terreni orizzontalmente stratificati 82
Nonlinear consolidation of thin layers subjected to time-dependent loading 81
Spostamenti e tensioni indotte nei pendii da onde sismiche 81
One-dimensional Consolidation of Unsaturated Soils 80
Seismic Stability Analysis of Reinforced Slopes 80
Settlement analysis of layered soil systems by stiffness method 79
Analisi pseudostatica e dinamica di gallerie in aree sismiche 79
Soil-structure interaction of embedded foundations under seismic loading 78
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 78
Seismic Stability Analysis of Reinforced Slopes 77
Sallecitazioni indotte sa sisma in gallerie circolari interrate 77
Sul calcolo delle deformazioni permanenti secondo l'approccio di Newmark 77
Una procedura numerica per l'analisi dei processi di consolidazione in terreni orizzontalmente stratificati 77
The behaviour of some engineering structures in a geologically complex formation 77
Soil-pile kinematic interaction: new perspectives for EC8 improvements 77
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays 76
Discussion on: Eartquake-induced permanent deformations: probabilistic approach 76
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 76
L'indice TEI per la misura degli effetti sismici prodotti da irregolarità topografiche 76
Elastic settlement of circular footings on nonhomogeneous soils 75
La stabilità sismica dei rilevati 73
OSSERVAZIONE DEL COMPORTAMENTO DI UNA PARATIA DI SOSTEGNO IN UN AMMASSO ROCCIOSO ALTERATO 73
Shear and dilatational wave velocities for unsaturated soils 72
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 71
Stability of uniformly reinforced slopes 71
One-dimensional consolidation under general time-dependent loading 71
Editorial for the special issue “water-induced landslides: Prediction and control” 71
Totale 9.438
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Categoria #
all - tutte 71.676
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 71.676
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021540 0 0 0 0 0 126 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
2025/20263.675 786 305 459 704 1.290 131 0 0 0 0 0 0
Totale 11.449