IRIS
MAZZIERI, Francesco
 Distribuzione geografica
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Continente #
NA - Nord America 5.045
AS - Asia 4.509
EU - Europa 3.565
SA - Sud America 847
AF - Africa 400
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 6
Totale 14.385
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Nazione #
US - Stati Uniti d'America 4.924
IT - Italia 1.227
VN - Vietnam 1.051
HK - Hong Kong 983
SG - Singapore 946
CN - Cina 764
BR - Brasile 671
RU - Federazione Russa 470
UA - Ucraina 420
IE - Irlanda 241
DE - Germania 230
FR - Francia 192
SE - Svezia 169
MA - Marocco 158
DK - Danimarca 143
TR - Turchia 130
FI - Finlandia 115
IN - India 115
BD - Bangladesh 95
GB - Regno Unito 93
CI - Costa d'Avorio 86
CZ - Repubblica Ceca 85
KR - Corea 82
IQ - Iraq 67
ZA - Sudafrica 61
AR - Argentina 60
PK - Pakistan 52
MD - Moldavia 50
MX - Messico 48
CA - Canada 45
AZ - Azerbaigian 33
DZ - Algeria 33
PL - Polonia 33
EC - Ecuador 29
VE - Venezuela 25
NL - Olanda 23
UZ - Uzbekistan 23
CO - Colombia 22
BE - Belgio 19
ID - Indonesia 19
OM - Oman 18
PH - Filippine 18
TH - Thailandia 18
JP - Giappone 17
TG - Togo 15
TW - Taiwan 14
CL - Cile 13
ES - Italia 13
KE - Kenya 13
JO - Giordania 11
AU - Australia 9
NO - Norvegia 9
PY - Paraguay 9
EG - Egitto 8
IR - Iran 8
UY - Uruguay 8
AT - Austria 7
DO - Repubblica Dominicana 7
SA - Arabia Saudita 7
TN - Tunisia 7
ET - Etiopia 6
LT - Lituania 6
AE - Emirati Arabi Uniti 5
AO - Angola 5
BO - Bolivia 5
EU - Europa 5
KZ - Kazakistan 5
PA - Panama 5
AL - Albania 4
CR - Costa Rica 4
MY - Malesia 4
NP - Nepal 4
PE - Perù 4
PS - Palestinian Territory 4
RO - Romania 4
BG - Bulgaria 3
IL - Israele 3
JM - Giamaica 3
KG - Kirghizistan 3
NI - Nicaragua 3
NZ - Nuova Zelanda 3
SK - Slovacchia (Repubblica Slovacca) 3
SV - El Salvador 3
GA - Gabon 2
KW - Kuwait 2
LB - Libano 2
NG - Nigeria 2
RS - Serbia 2
SY - Repubblica araba siriana 2
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BH - Bahrain 1
BS - Bahamas 1
BW - Botswana 1
CG - Congo 1
CH - Svizzera 1
DM - Dominica 1
GE - Georgia 1
GY - Guiana 1
KH - Cambogia 1
Totale 14.378
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Città #
Hong Kong 960
Ashburn 581
Dallas 580
Singapore 561
Marche 444
Jacksonville 422
Chandler 350
San Jose 336
Ho Chi Minh City 304
New York 253
Dublin 236
Hanoi 231
Boardman 211
Fairfield 181
Beijing 149
Ancona 136
Wilmington 123
Woodbridge 102
Angri 101
Houston 101
Lauterbourg 92
Ann Arbor 90
The Dalles 90
Moscow 89
Lawrence 88
Princeton 88
Seattle 87
Abidjan 86
Brno 85
San Mateo 85
Los Angeles 58
Des Moines 56
Cambridge 52
São Paulo 52
Hefei 50
Milan 49
Turin 46
Johannesburg 45
Da Nang 44
Haiphong 43
Varniţa 42
Jaipur 39
Chicago 35
Bologna 34
Helsinki 34
Rome 32
Baku 31
Buffalo 31
Redmond 30
Munich 29
Rio de Janeiro 28
San Diego 28
Council Bluffs 27
Warsaw 27
Lahore 25
Portici 24
Tashkent 23
Shanghai 22
Orem 21
Brooklyn 20
Touggourt 19
Wuhan 19
Baghdad 18
Centro 18
London 17
Muscat 17
Guangzhou 16
Santa Clara 16
Hải Dương 15
Lomé 15
Chennai 14
Pune 14
Tokyo 14
Mexico City 13
Montreal 13
Belo Horizonte 12
Biên Hòa 12
Brussels 12
Can Tho 12
Amman 11
Boston 11
Dhaka 11
Guayaquil 11
Porto Alegre 11
San Francisco 11
Stockholm 11
Turku 11
Brasília 10
Columbus 10
Denver 10
Nairobi 10
Bắc Ninh 9
Bến Tre 9
Caracas 9
Curitiba 9
Fossombrone 9
Istanbul 9
Norwalk 9
Parobé 9
Poplar 9
Totale 8.814
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Nome #
Environmental sustainability of engineering works: geological and geotechnical aspects 353
Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners 268
Consolidmento di sedimenti marini in vasca di colmata. Attività sperimentali e risultati preliminari 225
Assessment of sanitary and environmental risks posed by a contaminated industrial site 223
Tempi di reazione nelle miscele terra-calce ed influenza delle condizioni di stagionatura sulla loro conducibilità idraulica 199
Dilution Effect of the Apparatus on Contaminant Transport Parameters Assessed by Column Testing 198
Elastic-Plastic Analysis of Passive Rigid Piles in Coehesionless Soils 194
A possible approach for tier 2 risk assessment of polluted sites: framework, computer spreadsheet and application. 193
Linking small-strain stiffness to development of chemical reactions in lime-treated soils 188
The Combined Use of Fly Ash and Lime to Stabilize a Clayey Soil: A Sustainable and Promising Approach 188
Migration of aggressive solutions through cement-bentonite slurry walls 186
"Discariche controllate e siti contaminati: aspetti critici e tecnologie" (RELAZIONE GENERALE- Sessione Interventi di Salvaguardia Ambientale ) 185
Compatibility of GCLs with organic solutions 183
Influence of delayed compaction on the compressibility and hydraulic conductivity of soil-lime mixtures 178
Prediction of shear strength parameters in soil–lime mixture design – part 1: quicklime 177
About the State Parameters of Active Clays 172
Characterization, risk assessment and remediation scenario at a closed contaminated industrial site 171
Effects of Variation in Compaction Water Content on Geotechnical Properties of Lime-treated Clayey Soil 171
Discussion of “Chemical Compatibility of Model Soil-Bentonite Backfill Containing Multiswellable Bentonite” by Michael A. Malusis and Matthew D. McKeehan 169
Predicting the Volatilization of Contaminants from Soil: Comparison of Theoretical Models and Direct Measurement of Vapor Emissions 168
Risk Assessment for Contaminated Sites: Analytical Models and Field Measurements of Vapor Emissions from Soil 165
Assessment of heavy metals retention in GCLs by column and batch tests 164
Effects of stabilization on the behaviour of Finnish sensitive soils 164
Mohr–Coulomb failure envelopes of lime-treated soils 163
Chemico-osmotic behaviour of modified Multiswellable bentonite 162
Use of Field Measurements of Mercury Vapour Emissions from soil in risk assessment procedure for a polluted site 160
Hydraulic conductivity and sorption capacity of special barrier materials in inorganic solutions 160
Diffusion of calcium chloride in modified bentonite:impact on osmotic efficiency and hydraulic conductivity 158
Compatibility of GCLs with organic solutions 158
Caratteristiche di rigonfiamento e permeabilità di una bentonite modificata” 157
Comparative Analysis of Physico-Chemical and Potassium Sorption Properties of Sensitive Clays 154
Tier 2 risk-assessment. Sensitivity of volatilization factors to site specific parameters. 153
Risk assessment for groundwater: comparison of transient and stationary approach for modelling contaminant leaching in the vadose zone 153
Prediction of shear strengths parameters and its application in soil-lime mixture design 153
Design and installation of large diameter HDPE pipelines in a coastal area 152
Durability of Cement-Bentonite Cut-Off Walls in Sulphate Solutions 152
A Polymer Enhanced Clay For Impermeable Geosynthetic Clay Liners. 151
Monitoring small-strain stiffness in cementitious porous materials and amended soils for geo-environmental applications 150
Permeation of two GCLs with an acidic metal-rich synthetic leachate 150
Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour 149
Chemico-osmotic efficiency of geosynthetic clay liners: Testing apparatus and preliminary results 148
Prediction of shear strength parameters in soil–lime mixture design – part 2: hydrated lime 148
Aspetti critici dei rivestimenti compositi neel coperture 147
Effect of wet-and-dry ageing in seawater on the swelling properties and hydraulic conductivity of two amended bentonites 146
Critical issues in the determination of the bentonite cation exchange capacity 146
Permeability and Solute Retention Properties of Conventional and Polymer-Treated Prehydrated GCLs 146
Modeling contaminant leaching and transport to groundwater in Tier 2 risk assessment procedures of contaminated sites 144
The time variable in modelling contaminant leaching: comparison of steady-state and transient models 142
A simulation model for consolidation and contaminants coupled flow in clay layers 141
APPLICAZIONE DEI GEOCOMPOSITI BENTONITICI NEGLI INTERVENTI SUI SITI CONTAMINATI 141
Hydraulic Conductivity and Solute Transport in Two Different GCLs Permeated with a Synthetic Solution 141
Cap.6 Criteri generali per gli interventi di bonifica 139
Modelli di volatilizzazione dei contaminanti dal terreno e misure dirette: un caso di studio 137
Caratteristiche e prestazioni di geocompositi bentonitici preidratati 136
Colloidal and hydraulic performance of new generation geosynthetic clay liners in contact with diesel oil 136
Stability analyses and design of a waste landfill enlargement in a seismic area 136
Eggshell Lime for Soil Treatment 133
Modified clays for barriers: a review 131
Effect of dry/wet cycles and cation exchange on the permeability of a dense prehydrated GCL 130
Migration of heavy metals through conventional and factory-prehydrated GCLs materials 130
Hydraulic conductivity and compressibility of soils treated with fly ash 129
Novel bentonites for containment barrier applications 129
Measurement of chemico-osmotic parameters of clayey soils 125
The role of geotechnics in the risk assessment procedure for polluted sites 125
Field performance of GCLs: a case study 124
Sorption and hydraulic performance of cement-bentonite cutoffs in saline sulphatic solutions 123
Hydraulic conductivity of a dense prehydrated GCL subjected to partial desiccation 122
RECENT DEVELOPMENTS IN SITE SPECIFIC RISK ASSESSMENT FOR POLLUTED SITES 122
Stabilization of soils polluted by pesticides 121
Effetto di soluzioni acide di metalli pesanti sulla funzione di barriera di un geocomposito bentonitico 118
Impact of Desiccation and Cation Exchange on the Hydraulic Conductivity of Factory –prehydrated GCLs 117
Hydraulic conductivity of a dense prehydrated geosynthetic clay liner 115
Field testing of a composite GM – GCL barrier against emission of gaseous mercury from polluted soil 114
Modeling Solute Transport Through Geosynthetic Clay Liners Permeated with Inorganic Solutions 113
Impact of acidic and high-metal loading permeants on containment properties of GCLs 113
Prove di diffusione con misure della pressione osmotica 112
Stabilization/solidification of soils polluted by chlorinated pesticides 112
Chemico-osmotic coefficients of geosynthetic clay liners under different confinement conditions 112
Recenti sviluppi nello studio delle prestazioni dei diaframmi plastici 110
Retention of heavy metals in conventional and factory-prehydrated GCLs materials 110
Coupled flow model for three-ion advective-diffusive-reactive transport in consolidating clay liners 110
Hydraulic conductivity performance of DPH GCL overlaps permeated with seawater 110
Influence of preparation procedures on properties of compacted kaolin 109
Geocompositi bentonitici: influenza delle condizioni di installazione ed ambientali sulle prestazioni idrauliche 109
Evaluating the permeability of an organically modified bentonite to natural seawater 109
Effect of consolidation on contaminant transport parameters of compacted clays 109
Inertizzazione di terreni contaminati da fitofarmaci 108
Hydraulic conductivity, free swell and swelling pressure of a Dense Prehydrated GCL 108
Permeability of damaged Geosynthetic Clay Liners 106
Man made deposits: investigation and testing 106
Recent development of treated clays for Geosynthetic Clay Liners and barriers systems 106
Prediction methods in soil-lime mixture design 105
Hydraulic conductivity of a dense prehydrated GCL. Impact of free swell and swelling pressure 103
Monitoring the progress of chemical reactions in lime-treated soils through the small-strain stiffness 102
Efficienza chimico-osmotica di geocompositi bentonici: apparato sperimentale e primi risultati 96
Experimental results on hydraulic behaviour of a GCL 96
Sanitary and environmental risk assessment for a potentially contaminated aquifer system: a case study 96
Modelling chemico-osmotic phenomena induced by pollutant migration in clay barriers 95
Impact of osmotic efficiency on contaminant transport parameters 92
Indagine sperimentale sulla capacità di autocicatrizzazione dei geocompositi bentonitici 92
Totale 14.348
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Categoria #
all - tutte 58.928
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 58.928
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021213 0 0 0 0 0 0 0 0 0 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
2023/20241.003 141 21 75 124 127 259 108 30 15 18 5 80
2024/20252.738 215 271 83 23 62 52 189 51 378 883 240 291
2025/20266.152 450 564 441 607 609 312 1.002 1.000 480 687 0 0
Totale 14.660