UniSa - IRIS Institutional Research Information System

MANDAGLIO, Maria Clorinda
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 9.579
NA - Nord America 1.689
SA - Sud America 632
EU - Europa 591
AF - Africa 59
Continente sconosciuto - Info sul continente non disponibili 1
OC - Oceania 1
Totale 12.552
Salva come PNG Salva come JPEG
Nazione #
HK - Hong Kong 8.042
US - Stati Uniti d'America 1.633
SG - Singapore 559
BR - Brasile 490
VN - Vietnam 355
CN - Cina 312
IT - Italia 188
RU - Federazione Russa 120
TR - Turchia 96
IE - Irlanda 75
FR - Francia 70
AR - Argentina 54
KR - Corea 52
DE - Germania 33
ID - Indonesia 31
IN - India 31
ZA - Sudafrica 26
CO - Colombia 24
GB - Regno Unito 24
CA - Canada 22
EC - Ecuador 22
BD - Bangladesh 17
MX - Messico 16
PY - Paraguay 15
FI - Finlandia 13
JP - Giappone 13
AT - Austria 11
NL - Olanda 11
SE - Svezia 11
IQ - Iraq 10
MA - Marocco 10
UA - Ucraina 10
VE - Venezuela 9
PK - Pakistan 8
EG - Egitto 7
KE - Kenya 7
UY - Uruguay 7
DO - Repubblica Dominicana 6
PH - Filippine 6
PL - Polonia 6
UZ - Uzbekistan 6
MY - Malesia 5
CL - Cile 4
IL - Israele 4
JO - Giordania 4
PE - Perù 4
BO - Bolivia 3
CR - Costa Rica 3
NP - Nepal 3
PA - Panama 3
SA - Arabia Saudita 3
TN - Tunisia 3
TW - Taiwan 3
AE - Emirati Arabi Uniti 2
BA - Bosnia-Erzegovina 2
BE - Belgio 2
BG - Bulgaria 2
CI - Costa d'Avorio 2
CY - Cipro 2
CZ - Repubblica Ceca 2
ES - Italia 2
KW - Kuwait 2
KZ - Kazakistan 2
OM - Oman 2
RO - Romania 2
SY - Repubblica araba siriana 2
AD - Andorra 1
AL - Albania 1
AU - Australia 1
AZ - Azerbaigian 1
BH - Bahrain 1
BS - Bahamas 1
BY - Bielorussia 1
CG - Congo 1
CH - Svizzera 1
DK - Danimarca 1
EU - Europa 1
GT - Guatemala 1
HN - Honduras 1
HR - Croazia 1
JM - Giamaica 1
KH - Cambogia 1
LT - Lituania 1
MM - Myanmar 1
MN - Mongolia 1
NI - Nicaragua 1
SO - Somalia 1
TG - Togo 1
TH - Thailandia 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
ZW - Zimbabwe 1
Totale 12.552
Salva come PNG Salva come JPEG
Città #
Hong Kong 8.032
Dallas 246
San Jose 220
Princeton 202
Singapore 192
Ho Chi Minh City 126
Ashburn 116
Ann Arbor 98
Jacksonville 90
Izmir 87
Chandler 76
Dublin 69
Council Bluffs 67
Beijing 58
Lauterbourg 58
Hanoi 56
Dong Ket 50
São Paulo 49
The Dalles 48
Nanjing 37
Wilmington 37
Dearborn 36
Andover 29
Los Angeles 25
Houston 19
Rome 18
Hebei 17
Moscow 17
Da Nang 16
Fairfield 16
Haiphong 15
Brasília 14
Frankfurt am Main 13
Goiânia 13
Rio de Janeiro 13
Tokyo 13
Santa Clara 12
Reggio Calabria 11
Basingstoke 10
Guarulhos 10
Johannesburg 10
Montreal 10
Munich 10
Nanchang 10
New York 10
Norwalk 10
Quito 10
Woodbridge 10
Belo Horizonte 9
Boardman 9
Helsinki 9
Salerno 9
Shenyang 9
Atlanta 8
Bari 8
Changsha 8
Chennai 8
Jiaxing 8
Orem 8
Guayaquil 7
Milan 7
Nairobi 7
Ribeirão Preto 7
Amsterdam 6
Bologna 6
Buenos Aires 6
Curitiba 6
Florianópolis 6
Hải Dương 6
Tashkent 6
Cambridge 5
Campinas 5
Cape Town 5
Casablanca 5
Chicago 5
Cosenza 5
Fortaleza 5
Jakarta 5
Kingston 5
Lincoln 5
Medellín 5
Messina 5
Ninh Bình 5
Osasco 5
San Diego 5
Thái Bình 5
Volta Redonda 5
Amman 4
Bacoli 4
Biên Hòa 4
Bogotá 4
Boydton 4
Bắc Ninh 4
Dhaka 4
London 4
Manchester 4
Milazzo 4
Naples 4
Orange 4
Padova 4
Totale 10.711
Salva come PNG Salva come JPEG
Nome #
Factors affecting geotextile filter long term behaviour and their relevance in design 942
Deterministic analysis of the debris flow propagation phase for hazard zoning 848
Susceptibility analysis of rapid flowslides in Southern Italy 842
Geotextile filter limit states: the affecting factors and their relevance in the design. 828
Debris flows susceptibility zoning: an approach applied to a study area 641
Hydraulic properties, behavior and testing of geotextiles 601
The use of a physically based model for susceptibility assessment of debris flow source areas 509
Opere di filtrazione e di drenaggio 446
Analyses and design procedure of a new physical model for debris flows: results of numerical simulations by means of laboratory tests 433
Soil Geosynthetic Interaction: Design Parameters from Experimental and Theoretical Analysis 404
Geomechanical analysis of the rock masses outcropping in the slope between Scilla and Bagnara Calabra (RC) 247
Analysis of the internal stability of granular soils using different methods 231
A new theoretical method to evaluate the internal stability of granular soils 229
Deformative response of sheltering structures under the debris flow impact 205
Estimation of sediment trasport capacity in the basin of the Fiumara Annunziata (RC) 199
Design and Installation of a Local Monitoring System to Validate Debris Flow Methodology for Risk Mitigation 192
Influenza dei cicli di degradazione sulle caratteristiche meccaniche di argille naturali 180
A design procedure for geosynthetic reinforced soil structures 177
Experimental study on the behaviour of geotextile filters 166
Effect of weathering on the compressibility and shear strength of a natural clay 154
The use of physically based methods to locate the in-site surveys in areas prone to rapid landslides 153
A quantitative approach for debris flow inception and propagation analysis in the lead up to risk management 149
Assessment of internal stability of granular soils 135
The combined use of physically based models for the analysis of debris flows 135
Recent developments in the design of geotextile filters 123
Evaluation of the geosynthetic reinforced structure response to a debris flow impact 118
Comportamento dei filtri di geotessile in contatto con terreni internamente instabili 118
A New Approach for the Design, Construction and Control of Compacted Mineral Liners of a MSW Landfill Capping 117
An Advanced Methodology for Debris Flow Analysis in the Context of Landslide Hazard Zoning. 116
A methodology for Debris Flow Risk Analysis 114
I geotessili con funzione di filtro a contatto con terreni granulari: criteri e parametri di progetto 110
Recenti sviluppi nella progettazione dei geotessili con funzione di filtro 109
Debris flows impact simulation on reinforced earth walls to design a large-scale physical model 106
Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area 103
Temperature monitoring of a geosynthetic-reinforced embankment in a seismic area 103
A Method to Evaluate Debris Flow Triggering and Propagation by Numerical Analyses 98
Assessment of internal stability of granular soils by means of theoretical and laboratory methods 93
Rock slopes: from the analysis to the definition of the risk mitigation works. The “Scilla Rupe” case (RC, Italy) 90
Experimental study of a naturally-weathered stiff clay 86
Applying Distributed Acoustic Sensing (DAS) approaches to monitor debris flow events: a preliminary analysis 85
Metodi per la valutazione della stabilità interna dei terreni granulari 85
Landslide Susceptibility Analysis by Applying TRIGRS to a  Reliable Geotechnical Slope Model 85
Zonazione della suscettibilità all’innesco di frane superficiali in gneiss alterati 84
The design of geotextile filters for granular soils 83
L’uso combinato di modelli fisicamente basati per l’analisi dei debris flow 82
Influence of degradation cycles on the mechanical characteristics of natural clays. 81
Experimental evaluation of hydraulic conductivity of compacted soil liner 81
Long term behavior of woven and nonwoven geotextile filters 80
Reply to the discussion by Ni et al. on “Analysis of the internal stability of granular soils using different methods" 80
Changes in natural clay microstructure due to laboratory weathering 80
Design and construction of a compacted clay liner in the cover system of a MSW landfill using not standard procedures 80
Investigation results for the improvement design of the foundation rocks of the Amendolea Castle (Condofuri, Reggio Calabria, Italy) 78
A geotechnical approach for landslide analysis at basin scale 77
L’utilizzo di mezzi alternativi ai rulli a piede di pecora per la compattazione di barriere minerali di copertura 73
A new theoretical method to evaluate the upper limit of the retention ratio for the design of geotextile filters in contact with broadly granular soils 71
Reply to the discussion by Dallo and Wang on “A new theoretical method to evaluate the internal stability of granular soils” 71
Qualitative landslide susceptibility assessment in small areas 69
Soil/geotextile filter compatibility: a geometrical, experimental and micro-structural approach 66
Geomechanical Characterization of the Rock Mass along a Deep Vertical Borehole 65
Definizione degli elementi generali dei modelli geotecnici per l’analisi delle instabilità superficiali per scorrimento-colata in Calabria Jonica 65
Evaluation of rapid landslide impact forces against sheltering structures 65
A procedure to evaluate the susceptibility of rapid flowslides in Southern Italy 62
Relevance of soil geotextile filter long term behaviour on the design of environmental and civil works. 62
L’analisi deterministica della fase di propagazione delle colate rapide di detrito per la zonazione della pericolosità 59
Behaviour of geotextile filters in contact with internally unstable cohesionless soils 57
Design of geotextile filters for reinforced soil walls. 52
Evaluation of the response of a geosynthetics reinforced structure to a debris flow impact 37
A Three stage Method for Debris Flow Analysis 35
Suitable design approaches for interfaces involving geosynthetics under various loading and flow conditions 18
Improving the geotextile filter design criteria for internally unstable cohesionless soils 16
null 8
Application of a physically based methodology to define the input data of geotechnical slope model for the source areas to rapid landslides 4
Totale 12.746
Salva come PNG Salva come JPEG
Categoria #
all - tutte 27.378
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 27.378
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202159 0 0 0 0 0 0 0 0 0 1 5 53
2021/2022371 0 0 2 5 2 27 11 19 40 46 60 159
2022/2023269 56 3 19 12 21 80 1 15 41 0 17 4
2023/2024240 8 20 11 15 9 35 11 7 8 30 16 70
2024/2025756 16 12 13 60 15 70 94 22 119 60 97 178
2025/202610.456 2.992 3.577 2.073 527 278 117 422 68 83 319 0 0
Totale 12.746