IRIS
LIRER, STEFANIA
 Distribuzione geografica
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Continente #
EU - Europa 2.252
AS - Asia 1.859
NA - Nord America 1.435
SA - Sud America 230
AF - Africa 27
OC - Oceania 14
Totale 5.817
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Nazione #
US - Stati Uniti d'America 1.393
SG - Singapore 1.131
IT - Italia 1.027
RU - Federazione Russa 706
CN - Cina 319
BR - Brasile 191
HK - Hong Kong 159
UA - Ucraina 87
DE - Germania 79
FI - Finlandia 78
VN - Vietnam 74
IN - India 71
FR - Francia 62
NL - Olanda 48
SE - Svezia 40
GB - Regno Unito 37
IE - Irlanda 26
CA - Canada 25
IR - Iran 13
KR - Corea 13
JP - Giappone 12
AU - Australia 11
ES - Italia 11
AR - Argentina 10
MX - Messico 10
PT - Portogallo 10
PL - Polonia 9
TR - Turchia 9
BD - Bangladesh 8
ID - Indonesia 8
IQ - Iraq 7
SA - Arabia Saudita 7
CL - Cile 6
CO - Colombia 6
BG - Bulgaria 5
LT - Lituania 5
EC - Ecuador 4
PE - Perù 4
TW - Taiwan 4
UZ - Uzbekistan 4
VE - Venezuela 4
ZA - Sudafrica 4
AE - Emirati Arabi Uniti 3
AT - Austria 3
BE - Belgio 3
CH - Svizzera 3
EG - Egitto 3
JO - Giordania 3
MA - Marocco 3
BB - Barbados 2
BO - Bolivia 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
CZ - Repubblica Ceca 2
GN - Guinea 2
IL - Israele 2
KE - Kenya 2
MY - Malesia 2
NZ - Nuova Zelanda 2
RO - Romania 2
RS - Serbia 2
TH - Thailandia 2
TN - Tunisia 2
UY - Uruguay 2
AD - Andorra 1
AM - Armenia 1
AO - Angola 1
DZ - Algeria 1
ET - Etiopia 1
GA - Gabon 1
GH - Ghana 1
HU - Ungheria 1
IS - Islanda 1
KH - Cambogia 1
KZ - Kazakistan 1
LB - Libano 1
MD - Moldavia 1
MN - Mongolia 1
MU - Mauritius 1
MW - Malawi 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
NO - Norvegia 1
PA - Panama 1
PH - Filippine 1
PK - Pakistan 1
PY - Paraguay 1
QA - Qatar 1
SN - Senegal 1
SO - Somalia 1
VC - Saint Vincent e Grenadine 1
Totale 5.817
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Città #
Singapore 531
Chandler 195
Moscow 178
Hong Kong 156
Santa Clara 122
Ashburn 94
Jacksonville 87
Milan 81
Beijing 79
Rome 71
Hefei 64
Naples 62
Napoli 54
Los Angeles 50
Princeton 42
Boston 40
Millbury 35
Nanjing 28
Buffalo 25
Helsinki 25
Ho Chi Minh City 25
The Dalles 22
Wilmington 22
Munich 21
Redondo Beach 19
San Jose 19
New York 17
Redwood City 17
Des Moines 14
Florence 14
São Paulo 14
Houston 13
Brooklyn 12
Prato 12
Seoul 12
Turin 12
Frankfurt am Main 11
Hanoi 11
Lawrence 11
Seattle 11
Cassino 10
Dallas 10
Varmo 10
Kronberg 9
Ottawa 9
Turku 9
Chicago 8
Ruvo di Puglia 8
Shenyang 8
Angri 7
Atlanta 7
Cagliari 7
Catanzaro 7
Falls Church 7
Jiaxing 7
Modena 7
Nanchang 7
Rho 7
Rimini 7
Bari 6
Gorizia 6
Macerata 6
Norwalk 6
Padova 6
Paris 6
Porto 6
Sabaudia 6
Stockholm 6
Toronto 6
Venice 6
Vimercate 6
Bologna 5
Cantù 5
Catania 5
Conegliano 5
Da Nang 5
Falkenstein 5
Fortaleza 5
Monteroni di Lecce 5
Montreal 5
Orem 5
Pisa 5
San Donato Milanese 5
Tianjin 5
Tokyo 5
Trento 5
Trichy 5
Ancona 4
Ankara 4
Barlassina 4
Belo Horizonte 4
Casalnuovo Di Napoli 4
Cesano Boscone 4
Chennai 4
Denver 4
Desenzano del Garda 4
Dong Ket 4
Dublin 4
Gavirate 4
Hebei 4
Totale 2.683
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Nome #
Raccomandazioni sul jet grouting. Linee Guida 644
Interventi di Consolidamento dei terreni: tecnologie e scelte progettuali. 278
Geotechnics and Heritage 134
Experimental evidences of the effectiveness of some liquefaction mitigation measures 129
GEOPOLYMERIZATION PROCESSES TO STRENGTHEN POZZOLANIC SOILS 116
A new approach for reducing seismic hazard on existing buildings by unusal deep soil grouting 110
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 108
Experimental measurement of the coefficient of earth pressure at rest of coarse grained materials 106
IL RISCHIO CONNESSO ALLA PRESENZA DI CAVITÀ IN AREA URBANA: IL CASO DI NAPOLI 102
Alcune osservazioni sul consolidamento per permeazione di terreni e rocce tenere 96
The prediction of pore pressure build-up by an energy-based model calibrated from the results of in-situ tests 95
Studi ed interventi per la tutela di un patrimonio sotterraneo: l’esempio delle cavità di Napoli 95
Design issues for jet grouted massive structures: the example of bottom plug hydraulic barriers. 95
An innovative approach for reducing the seismic risk of existing buildings and historic sites. 94
Permeation grouting of fine grained pyroclastic soils 93
laboratory investigation on the mechanical effectiveness of low pressure grouting of pyroclastic silty lands 93
Liquefaction triggering of non-saturated sandy soils 90
Evaluation of Cyclic Resistance and Postliquefaction Volumetric Strains of Intermediate Soils 90
analisi sperimentale dell'influenza della forma delle particelle sul comportamento di un materiale granulare 2D 89
A simple procedure to calibrate a pore pressure energy-based model from in situ tests 88
Experimental analysis of the influence of particles� shape on the behaviour of 2D granular materials. 87
Evidenze sperimentali sul consolidamento di pozzolane con iniezioni a bassa pressione 87
An experimental study of the behaviour of two rockfills accounting for the effects of degree of saturation 86
Studio sperimentale dei fattori influenti sulla compressibilit� di un rockfill. 85
Analisi teorica e sperimentale degli effetti del consolidamento di pozzolana e tufo con soluzioni iniettate a bassa pressione. 85
Experimental Study of the Injectability and Effectiveness of Laponite Mixtures as Liquefaction Mitigation Technique 84
Analisi sperimentale dell' efficacia del consolidamento di pozzolana e pomici con soluzioni di silicato di sodio 81
Modelling low pressure grouting of unsaturated silty sands 80
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills 79
Effect of Electro-kinetic Consolidation on Fine Grained Dredged Sediments 78
Numerical and experimental investigation on the effects of filling shallow cavities beneath urban areas 78
A simple expression of the shear strength of anisotropic fibre-reinforced soils 78
Ccella triassiale con controllo dell’umidità relativa 78
Soil liquefaction: from mechanisms to effects on the built environment. 77
Numerical analysis of roof failure mechanisms in soft rocks 74
Approccio Monte Carlo nella progettazione di strutture sotterranee con difetti considerando l'interazione terreno-struttura 74
Prediction of jet grouting efficiency and columns average diameter 73
Model prediction of the cyclic liquefaction resistance of gassy soils 72
Studio sperimentale dei meccanismi di interazione terreno-rinforzo durante prove di sfilamento 72
Design Charts for Induced Partial Saturation: A Promising Mitigation Technique Against Liquefaction 71
Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil 71
The apparent viscosity to model the behaviour of liquefied sands 70
Effetti del riempimento di cavità superficiali in area urbana 70
Sistema magnetico di rilevamento forma/volume in cella triassiche di grandi dimensioni 70
Experimental Evidences of the Effect of Fibres in Reinforcing a Sandy Gravel 69
On the apparent viscosity of granular soils during liquefaction tests 69
Relative relevance of factors affecting the electrokinetic dewatering of soft clayey soils 68
Numerical analysis of the effectiveness of rows of piles in slope stabilization. 66
An insight on the experimental volumetric behaviour of gassy soils 65
Experimental investigation on the mechanical behaviour of fibre reinforced sandy gravel and fibre-reinforced fine sand. 63
Interventi di trattamento profondo dei terreni per la mitigazione del rischio sismico: primi risultati. 62
The diameter of single, double and triple fluid jet grouting columns: prediction method and field trial results. 62
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 61
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils 61
Analisi sperimentale del comportamento meccanico di mezzi granulari rinforzati con fibre di polipropilene 60
Undrained cyclic resistance of undisturbed gravelly soils 60
Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil Liquefaction 59
Small strain shear modulus of undisturbed gravelly soils durino undrained cyclic triaxial tests. 57
Experimental observations and theoretical interpretation of the mechanical behaviour of a grouted pyroclastic silty sand 53
Mitigation of Liquefaction Risk by Innovative Ground Improvement Techniques 49
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils 45
Some remarks on the coefficient of earth pressure at rest in compacted sandy gravel 45
On the strength of fibre reinforced soils 45
probabilistic design of massive jet grouted water sealing barriers 44
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions 43
A liquefaction potential integral index based on pore pressure build-up 40
Mechanical analysis of jet grouted supporting structures 37
Totale 5.888
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Categoria #
all - tutte 18.752
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 18.752
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021124 0 0 0 0 0 0 24 15 40 5 30 10
2021/2022329 14 5 14 14 12 13 21 23 41 5 58 109
2022/2023465 59 47 24 44 52 58 5 39 70 9 36 22
2023/2024454 25 41 47 45 34 46 14 48 18 29 65 42
2024/20252.000 134 97 38 45 62 178 223 104 150 137 652 180
2025/20261.725 367 185 273 219 556 104 21 0 0 0 0 0
Totale 5.888