IRIS
TRONCONE, Antonello
 Distribuzione geografica
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Continente #
AS - Asia 2.903
NA - Nord America 2.818
EU - Europa 1.566
SA - Sud America 805
AF - Africa 150
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 7
Totale 8.268
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Nazione #
US - Stati Uniti d'America 2.689
SG - Singapore 1.061
BR - Brasile 559
CN - Cina 549
VN - Vietnam 520
IT - Italia 429
UA - Ucraina 370
DE - Germania 298
HK - Hong Kong 204
FR - Francia 115
BD - Bangladesh 106
SE - Svezia 102
IN - India 82
KR - Corea 68
TR - Turchia 67
AR - Argentina 65
CA - Canada 56
EC - Ecuador 50
IQ - Iraq 47
FI - Finlandia 46
CO - Colombia 45
MX - Messico 39
SN - Senegal 38
ZA - Sudafrica 38
GB - Regno Unito 37
RU - Federazione Russa 29
ID - Indonesia 27
NL - Olanda 26
BE - Belgio 25
CL - Cile 21
PH - Filippine 21
PK - Pakistan 21
AU - Australia 18
JP - Giappone 17
MA - Marocco 16
PE - Perù 16
VE - Venezuela 16
MY - Malesia 14
ES - Italia 13
PL - Polonia 13
PY - Paraguay 12
KE - Kenya 11
SA - Arabia Saudita 11
UY - Uruguay 11
AE - Emirati Arabi Uniti 10
EG - Egitto 10
IE - Irlanda 9
JO - Giordania 9
KZ - Kazakistan 9
UZ - Uzbekistan 9
AT - Austria 8
DZ - Algeria 8
AZ - Azerbaigian 7
RO - Romania 7
BO - Bolivia 6
LT - Lituania 6
NP - Nepal 6
TN - Tunisia 6
DO - Repubblica Dominicana 5
ET - Etiopia 5
HN - Honduras 5
JM - Giamaica 5
TW - Taiwan 5
BY - Bielorussia 4
CR - Costa Rica 4
EU - Europa 4
GE - Georgia 4
KG - Kirghizistan 4
PA - Panama 4
TH - Thailandia 4
BG - Bulgaria 3
CZ - Repubblica Ceca 3
GT - Guatemala 3
GY - Guiana 3
HR - Croazia 3
IL - Israele 3
KW - Kuwait 3
PS - Palestinian Territory 3
SK - Slovacchia (Repubblica Slovacca) 3
SV - El Salvador 3
XK - ???statistics.table.value.countryCode.XK??? 3
AM - Armenia 2
AO - Angola 2
CI - Costa d'Avorio 2
DK - Danimarca 2
GA - Gabon 2
LA - Repubblica Popolare Democratica del Laos 2
ML - Mali 2
NG - Nigeria 2
NI - Nicaragua 2
NO - Norvegia 2
OM - Oman 2
PT - Portogallo 2
QA - Qatar 2
RS - Serbia 2
AG - Antigua e Barbuda 1
AL - Albania 1
BB - Barbados 1
BN - Brunei Darussalam 1
BT - Bhutan 1
Totale 8.247
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Città #
Singapore 478
Chandler 415
Jacksonville 241
San Jose 217
Hong Kong 201
Ho Chi Minh City 187
Boardman 153
Ashburn 143
Dallas 138
Hanoi 122
Beijing 119
Dearborn 115
San Mateo 94
Council Bluffs 92
Shanghai 73
Lauterbourg 66
Bremen 63
Roxbury 61
Seoul 61
Lawrence 60
Hefei 55
Ann Arbor 51
Rende 49
São Paulo 47
Izmir 46
Inglewood 40
Dakar 38
Des Moines 37
Milan 36
Munich 33
Da Nang 28
Los Angeles 28
Cosenza 26
New York 26
Ottawa 26
Santa Clara 26
Helsinki 25
Brussels 24
Brooklyn 23
Columbus 23
The Dalles 23
Cambridge 22
Naples 22
Haiphong 20
Biên Hòa 19
Rome 19
San Francisco 19
Orem 18
Turku 17
Wilmington 17
Cape Town 16
Quito 16
Frankfurt am Main 15
Kyiv 15
Amsterdam 14
Toronto 14
Chicago 13
Guangzhou 13
Guayaquil 13
Ogden 13
Reggio Calabria 13
Catanzaro 12
Johannesburg 12
Baghdad 11
Can Tho 11
Curitiba 11
Delhi 11
Grafing 11
Rio de Janeiro 11
Thái Nguyên 11
Warsaw 11
Brasília 10
Lima 10
Montevideo 10
New Delhi 10
Chennai 9
Hải Dương 9
Nairobi 9
Tianjin 9
Amman 8
Buenos Aires 8
Cairo 8
Dhaka 8
Dublin 8
Medellín 8
Ninh Bình 8
Santiago 8
Shenzhen 8
Stockholm 8
Tashkent 8
Tokyo 8
Afragola 7
Bogotá 7
Campinas 7
Caracas 7
Fortaleza 7
Kuala Lumpur 7
Maceió 7
Mexico City 7
Salvador 7
Totale 4.484
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Nome #
Post-failure stage simulation of a landslide using the material point method 168
A method for the design of embedded cantilever retaining walls under static and seismic loading 162
Analysis of the slope response to an increase in pore water pressure using the material point method 158
A method for the analysis of soil slips triggered by rainfall 148
A simplified method for predicting rainfall-induced mobility of active landslides 148
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
Back-Analysis of the Post-Failure Stage of a Landslide Using the Material Point Method 137
Earthquake-Induced Permanent Displacements of Embedded Cantilever Retaining Walls 134
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
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
Cone model for a pile foundation embedded in a soil layer 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
Numerical analysis of a landslide in soils with strain-softening behaviour 123
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model 123
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
Analisi sismica di pendii omogenei: revisione di un metodo semplificato esistente con riferimento alla sismicità italiana 119
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads 116
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
Analisi FEM di pali caricati orizzontalmente 110
Tesi di Dottorato: Analisi di stabilità dei pendii in terreni con comportamento strain-softening 110
Run-Out of Landslides Caused by Excess Pore Water Pressure Along the Slip Surface 110
A simple method to reduce mesh dependency in modelling landslides involving brittle soils 108
Geotechnical parameters from VP and VS measurements in unsaturated soils 107
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 105
Run-Out Simulation of a Landslide Triggered by an Increase in the Groundwater Level Using the Material Point Method 105
LEWIS project: An integrated system of monitoring, early warning and mitigation of landslides risk 103
Analytical Method for Predicting the Mobility of Slow-Moving Landslides owing to Groundwater Fluctuations 102
Simplified analysis of cantilever diaphragm walls in cohesive soils 100
Application of harmony search algorithm to slope stability analysis 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
The behaviour of some engineering structures in a geologically complex formation 96
Parametri di deformabilità dei terreni non saturi da misure di Vp e Vs 95
One-dimensional consolidation under general time-dependent loading 95
Simulazione numerica di fenomeni franosi in terreni con comportamento strain-softening 94
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles 94
Seismic displacement analysis of homogeneous slopes: a review of existing simplified methods with reference to italian seismicity 93
Back-analysis of the Senise landslide (Southern Italy) 93
Un'analisi della frana di Senise 93
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading 91
Influenza della deformabilità nella valutazione del coefficiente sismico equivalente 91
Post-failure stage analysis of flow-type landslides using different numerical techniques 90
UN METODO SEMPLIFICATO PER L'ANALISI DI FRANE ATTIVE 90
Nonlinear consolidation of thin layers subjected to time-dependent loading 89
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles 88
INTERPRETAZIONE DI UN FENOMENO FRANOSO IN TERRENI CON COMPORTAMENTO STRAIN-SOFTENING MEDIANTE MODELLAZIONE NUMERICA IN CONDIZIONI TRIDIMENSIONALI 86
Analysis of a landslide in sensitive clays using the material point method 84
Shear and dilatational wave velocities for unsaturated soils 83
Editorial for the special issue “water-induced landslides: Prediction and control” 83
Landslides risk mitigation along lifelines 78
INTERVENTI DI RIDUZIONE DEL RISCHIO DI INSTABILITÀ DEI PENDII: TIPOLOGIE E METODI DI DIMENSIONAMENTO 75
Back-Analysis of the Post-failure Stage of a Landslide in Sensitive Clays 74
Settlements of Three Buildings Founded on Stratified Soils 72
Rainfall Threshold for Shallow Landslide Triggering Due to Rising Water Table 48
Mitigation of Rainfall-induced Mobility of Slow-moving Landslides Using Piles 26
Settlement analysis of residential buildings with eccentric loads and complex subsoil conditions 26
Totale 8.419
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Categoria #
all - tutte 48.108
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 48.108
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202144 0 0 0 0 0 0 0 0 0 0 0 44
2021/2022589 2 52 3 27 70 13 8 116 21 8 103 166
2022/2023836 78 83 18 125 158 79 10 107 91 18 42 27
2023/2024520 65 39 43 35 29 15 16 44 35 29 74 96
2024/20251.381 52 203 71 68 130 38 51 47 208 36 143 334
2025/20263.861 449 204 242 352 809 255 405 206 318 314 109 198
Totale 8.419