IRIS
MAZZIERI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 4.233
EU - Europa 3.100
AS - Asia 2.740
SA - Sud America 580
AF - Africa 258
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 10.930
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Nazione #
US - Stati Uniti d'America 4.171
IT - Italia 1.185
HK - Hong Kong 927
SG - Singapore 773
CN - Cina 553
BR - Brasile 505
UA - Ucraina 410
RU - Federazione Russa 266
IE - Irlanda 235
DE - Germania 224
SE - Svezia 170
MA - Marocco 148
DK - Danimarca 143
VN - Vietnam 134
TR - Turchia 125
FI - Finlandia 103
FR - Francia 94
CZ - Repubblica Ceca 85
CI - Costa d'Avorio 83
GB - Regno Unito 78
KR - Corea 76
IN - India 51
CA - Canada 34
PL - Polonia 32
AR - Argentina 26
MX - Messico 19
BE - Belgio 18
EC - Ecuador 18
NL - Olanda 18
BD - Bangladesh 16
IQ - Iraq 15
ID - Indonesia 13
ZA - Sudafrica 13
JP - Giappone 11
VE - Venezuela 10
AU - Australia 9
CO - Colombia 8
ES - Italia 8
NO - Norvegia 8
IR - Iran 7
UZ - Uzbekistan 7
AT - Austria 6
PK - Pakistan 6
EU - Europa 5
JO - Giordania 5
LT - Lituania 5
AE - Emirati Arabi Uniti 4
CL - Cile 4
DZ - Algeria 4
PY - Paraguay 4
TH - Thailandia 4
DO - Repubblica Dominicana 3
KE - Kenya 3
NZ - Nuova Zelanda 3
RO - Romania 3
TW - Taiwan 3
AO - Angola 2
BG - Bulgaria 2
BO - Bolivia 2
PA - Panama 2
PE - Perù 2
RS - Serbia 2
SA - Arabia Saudita 2
AL - Albania 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
CG - Congo 1
CH - Svizzera 1
CR - Costa Rica 1
EG - Egitto 1
GA - Gabon 1
JM - Giamaica 1
KG - Kirghizistan 1
KZ - Kazakistan 1
MD - Moldavia 1
MY - Malesia 1
NG - Nigeria 1
NI - Nicaragua 1
NP - Nepal 1
OM - Oman 1
PH - Filippine 1
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
TV - Tuvalu 1
UY - Uruguay 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.930
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Città #
Hong Kong 923
Dallas 566
Singapore 450
Marche 444
Jacksonville 421
Chandler 350
Ashburn 328
New York 248
Dublin 233
Boardman 207
Fairfield 181
Beijing 144
Wilmington 123
Ancona 121
Woodbridge 102
Angri 101
Houston 101
Ann Arbor 90
Lawrence 88
Princeton 88
Seattle 86
Brno 85
San Mateo 85
Abidjan 83
Moscow 61
Des Moines 56
The Dalles 53
Cambridge 52
Hefei 49
Ho Chi Minh City 49
Los Angeles 48
Milan 46
Turin 43
São Paulo 41
Chicago 33
Bologna 32
Buffalo 30
Redmond 30
Rome 30
Munich 29
San Diego 28
Warsaw 26
Hanoi 25
Portici 24
Rio de Janeiro 24
Helsinki 22
Shanghai 22
Brooklyn 19
Wuhan 18
Centro 17
Guangzhou 16
London 15
Pune 14
Santa Clara 14
Council Bluffs 12
Stockholm 12
Belo Horizonte 11
Boston 11
Brussels 11
Chennai 11
San Francisco 11
Tokyo 11
Turku 11
Brasília 10
Columbus 10
Fossombrone 9
Istanbul 9
Montreal 9
Norwalk 9
Spello 9
Guayaquil 8
Mexico City 8
Porto Alegre 8
Salvador 8
Washington 8
Denver 7
Hangzhou 7
Jiaxing 7
Johannesburg 7
Las Vegas 7
Poplar 7
Tashkent 7
Toronto 7
Campinas 6
Cava De' Tirreni 6
Charlotte 6
Curitiba 6
Haiphong 6
Jakarta 6
Ottawa 6
Phoenix 6
Amman 5
Amsterdam 5
Baghdad 5
Boise 5
Contagem 5
Da Nang 5
Faenza 5
Joinville 5
Kochi 5
Totale 6.969
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Nome #
Environmental sustainability of engineering works: geological and geotechnical aspects 281
Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners 234
Consolidmento di sedimenti marini in vasca di colmata. Attività sperimentali e risultati preliminari 185
Assessment of sanitary and environmental risks posed by a contaminated industrial site 168
Dilution Effect of the Apparatus on Contaminant Transport Parameters Assessed by Column Testing 164
A possible approach for tier 2 risk assessment of polluted sites: framework, computer spreadsheet and application. 163
Elastic-Plastic Analysis of Passive Rigid Piles in Coehesionless Soils 159
Tempi di reazione nelle miscele terra-calce ed influenza delle condizioni di stagionatura sulla loro conducibilità idraulica 157
Compatibility of GCLs with organic solutions 153
Migration of aggressive solutions through cement-bentonite slurry walls 152
Influence of delayed compaction on the compressibility and hydraulic conductivity of soil-lime mixtures 147
"Discariche controllate e siti contaminati: aspetti critici e tecnologie" (RELAZIONE GENERALE- Sessione Interventi di Salvaguardia Ambientale ) 146
Linking small-strain stiffness to development of chemical reactions in lime-treated soils 146
Characterization, risk assessment and remediation scenario at a closed contaminated industrial site 145
The Combined Use of Fly Ash and Lime to Stabilize a Clayey Soil: A Sustainable and Promising Approach 143
Effects of Variation in Compaction Water Content on Geotechnical Properties of Lime-treated Clayey Soil 141
Assessment of heavy metals retention in GCLs by column and batch tests 139
Discussion of “Chemical Compatibility of Model Soil-Bentonite Backfill Containing Multiswellable Bentonite” by Michael A. Malusis and Matthew D. McKeehan 139
Risk Assessment for Contaminated Sites: Analytical Models and Field Measurements of Vapor Emissions from Soil 137
Predicting the Volatilization of Contaminants from Soil: Comparison of Theoretical Models and Direct Measurement of Vapor Emissions 137
Prediction of shear strength parameters in soil–lime mixture design – part 1: quicklime 136
About the State Parameters of Active Clays 135
Mohr–Coulomb failure envelopes of lime-treated soils 131
Durability of Cement-Bentonite Cut-Off Walls in Sulphate Solutions 130
Compatibility of GCLs with organic solutions 130
Effect of wet-and-dry ageing in seawater on the swelling properties and hydraulic conductivity of two amended bentonites 128
Diffusion of calcium chloride in modified bentonite:impact on osmotic efficiency and hydraulic conductivity 127
Chemico-osmotic behaviour of modified Multiswellable bentonite 126
Aspetti critici dei rivestimenti compositi neel coperture 125
Hydraulic conductivity and sorption capacity of special barrier materials in inorganic solutions 124
Caratteristiche di rigonfiamento e permeabilità di una bentonite modificata” 123
Permeation of two GCLs with an acidic metal-rich synthetic leachate 123
Prediction of shear strengths parameters and its application in soil-lime mixture design 122
Cap.6 Criteri generali per gli interventi di bonifica 120
Effects of stabilization on the behaviour of Finnish sensitive soils 119
Design and installation of large diameter HDPE pipelines in a coastal area 117
Tier 2 risk-assessment. Sensitivity of volatilization factors to site specific parameters. 116
A Polymer Enhanced Clay For Impermeable Geosynthetic Clay Liners. 116
Hydraulic Conductivity and Solute Transport in Two Different GCLs Permeated with a Synthetic Solution 115
Prediction of shear strength parameters in soil–lime mixture design – part 2: hydrated lime 114
A simulation model for consolidation and contaminants coupled flow in clay layers 113
The time variable in modelling contaminant leaching: comparison of steady-state and transient models 112
APPLICAZIONE DEI GEOCOMPOSITI BENTONITICI NEGLI INTERVENTI SUI SITI CONTAMINATI 112
Caratteristiche e prestazioni di geocompositi bentonitici preidratati 111
Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour 109
Modeling contaminant leaching and transport to groundwater in Tier 2 risk assessment procedures of contaminated sites 109
Permeability and Solute Retention Properties of Conventional and Polymer-Treated Prehydrated GCLs 109
Use of Field Measurements of Mercury Vapour Emissions from soil in risk assessment procedure for a polluted site 107
Risk assessment for groundwater: comparison of transient and stationary approach for modelling contaminant leaching in the vadose zone 107
Colloidal and hydraulic performance of new generation geosynthetic clay liners in contact with diesel oil 106
Monitoring small-strain stiffness in cementitious porous materials and amended soils for geo-environmental applications 104
Modified clays for barriers: a review 104
Critical issues in the determination of the bentonite cation exchange capacity 104
Effect of dry/wet cycles and cation exchange on the permeability of a dense prehydrated GCL 102
Stability analyses and design of a waste landfill enlargement in a seismic area 101
Comparative Analysis of Physico-Chemical and Potassium Sorption Properties of Sensitive Clays 100
Field performance of GCLs: a case study 99
Modelli di volatilizzazione dei contaminanti dal terreno e misure dirette: un caso di studio 99
Migration of heavy metals through conventional and factory-prehydrated GCLs materials 98
Modeling Solute Transport Through Geosynthetic Clay Liners Permeated with Inorganic Solutions 98
Stabilization of soils polluted by pesticides 96
Hydraulic conductivity of a dense prehydrated geosynthetic clay liner 96
Impact of Desiccation and Cation Exchange on the Hydraulic Conductivity of Factory –prehydrated GCLs 94
Coupled flow model for three-ion advective-diffusive-reactive transport in consolidating clay liners 93
Measurement of chemico-osmotic parameters of clayey soils 93
Novel bentonites for containment barrier applications 93
Effetto di soluzioni acide di metalli pesanti sulla funzione di barriera di un geocomposito bentonitico 93
The role of geotechnics in the risk assessment procedure for polluted sites 91
Sorption and hydraulic performance of cement-bentonite cutoffs in saline sulphatic solutions 90
Hydraulic conductivity of a dense prehydrated GCL subjected to partial desiccation 90
Field testing of a composite GM – GCL barrier against emission of gaseous mercury from polluted soil 90
Retention of heavy metals in conventional and factory-prehydrated GCLs materials 89
Permeability of damaged Geosynthetic Clay Liners 87
Stabilization/solidification of soils polluted by chlorinated pesticides 87
Impact of acidic and high-metal loading permeants on containment properties of GCLs 87
Prove di diffusione con misure della pressione osmotica 85
Hydraulic conductivity performance of DPH GCL overlaps permeated with seawater 84
RECENT DEVELOPMENTS IN SITE SPECIFIC RISK ASSESSMENT FOR POLLUTED SITES 84
Chemico-osmotic coefficients of geosynthetic clay liners under different confinement conditions 84
Hydraulic conductivity and compressibility of soils treated with fly ash 83
Eggshell Lime for Soil Treatment 83
Hydraulic conductivity, free swell and swelling pressure of a Dense Prehydrated GCL 82
Recent development of treated clays for Geosynthetic Clay Liners and barriers systems 81
null 80
Inertizzazione di terreni contaminati da fitofarmaci 80
Geocompositi bentonitici: influenza delle condizioni di installazione ed ambientali sulle prestazioni idrauliche 80
Effect of consolidation on contaminant transport parameters of compacted clays 80
Influence of preparation procedures on properties of compacted kaolin 78
Man made deposits: investigation and testing 77
Indagine sperimentale sulla capacità di autocicatrizzazione dei geocompositi bentonitici 77
Evaluating the permeability of an organically modified bentonite to natural seawater 76
Recenti sviluppi nello studio delle prestazioni dei diaframmi plastici 74
Prediction methods in soil-lime mixture design 72
Modelling chemico-osmotic phenomena induced by pollutant migration in clay barriers 70
Hydraulic conductivity of a dense prehydrated GCL. Impact of free swell and swelling pressure 70
Efficienza chimico-osmotica di geocompositi bentonici: apparato sperimentale e primi risultati 68
Experimental results on hydraulic behaviour of a GCL 68
Sanitary and environmental risk assessment for a potentially contaminated aquifer system: a case study 66
Impact of osmotic efficiency on contaminant transport parameters 65
Geosintetici e ambiente. I geocompositi bentonitici negli interventi di protezione del sottosuolo dalla contaminazione 64
Totale 11.097
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Categoria #
all - tutte 53.118
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 53.118
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021633 0 0 0 0 0 122 116 74 108 62 114 37
2021/2022618 29 163 12 8 10 22 23 78 45 42 66 120
2022/20231.134 104 119 77 111 68 161 8 83 274 6 81 42
2023/2024985 141 21 69 122 124 255 106 30 15 17 5 80
2024/20252.706 211 268 82 22 61 52 185 50 375 875 237 288
2025/20262.737 444 552 432 598 602 109 0 0 0 0 0 0
Totale 11.195