IRIS
LIRER, STEFANIA
 Distribuzione geografica
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Continente #
EU - Europa 2.239
AS - Asia 1.792
NA - Nord America 1.397
SA - Sud America 230
AF - Africa 27
OC - Oceania 13
Totale 5.698
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Nazione #
US - Stati Uniti d'America 1.356
SG - Singapore 1.081
IT - Italia 1.022
RU - Federazione Russa 699
CN - Cina 312
BR - Brasile 191
HK - Hong Kong 157
UA - Ucraina 87
DE - Germania 79
FI - Finlandia 77
VN - Vietnam 72
IN - India 68
FR - Francia 62
NL - Olanda 48
SE - Svezia 40
GB - Regno Unito 37
IE - Irlanda 26
CA - Canada 25
IR - Iran 13
JP - Giappone 12
KR - Corea 12
ES - Italia 11
AR - Argentina 10
AU - Australia 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
AT - Austria 3
BE - Belgio 3
CH - Svizzera 3
EG - Egitto 3
JO - Giordania 3
MA - Marocco 3
AE - Emirati Arabi Uniti 2
BB - Barbados 2
BO - Bolivia 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CZ - Repubblica Ceca 2
GN - Guinea 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
CR - Costa Rica 1
DZ - Algeria 1
ET - Etiopia 1
GA - Gabon 1
GH - Ghana 1
HU - Ungheria 1
IL - Israele 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 5.698
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Città #
Singapore 502
Chandler 195
Moscow 175
Hong Kong 154
Santa Clara 120
Ashburn 89
Jacksonville 87
Milan 81
Beijing 79
Rome 71
Hefei 64
Naples 61
Napoli 52
Los Angeles 50
Princeton 41
Boston 39
Millbury 35
Nanjing 28
Buffalo 25
Helsinki 25
Ho Chi Minh City 24
The Dalles 22
Munich 21
Wilmington 21
Redondo Beach 18
Redwood City 17
New York 16
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
Ruvo di Puglia 8
Angri 7
Atlanta 7
Cagliari 7
Catanzaro 7
Chicago 7
Falls Church 7
Jiaxing 7
Modena 7
Nanchang 7
Rho 7
Rimini 7
Shenyang 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
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
Da Nang 4
Denver 4
Desenzano del Garda 4
Dong Ket 4
Dublin 4
Gavirate 4
Hebei 4
Lusciano 4
Madrid 4
Totale 2.615
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Nome #
Raccomandazioni sul jet grouting. Linee Guida 640
Interventi di Consolidamento dei terreni: tecnologie e scelte progettuali. 278
Geotechnics and Heritage 131
Experimental evidences of the effectiveness of some liquefaction mitigation measures 129
GEOPOLYMERIZATION PROCESSES TO STRENGTHEN POZZOLANIC SOILS 115
A new approach for reducing seismic hazard on existing buildings by unusal deep soil grouting 107
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 107
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 100
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 94
Studi ed interventi per la tutela di un patrimonio sotterraneo: l’esempio delle cavità di Napoli 94
Design issues for jet grouted massive structures: the example of bottom plug hydraulic barriers. 94
laboratory investigation on the mechanical effectiveness of low pressure grouting of pyroclastic silty lands 93
Permeation grouting of fine grained pyroclastic soils 92
An innovative approach for reducing the seismic risk of existing buildings and historic sites. 92
analisi sperimentale dell'influenza della forma delle particelle sul comportamento di un materiale granulare 2D 89
Evaluation of Cyclic Resistance and Postliquefaction Volumetric Strains of Intermediate Soils 89
A simple procedure to calibrate a pore pressure energy-based model from in situ tests 87
Evidenze sperimentali sul consolidamento di pozzolane con iniezioni a bassa pressione 87
Liquefaction triggering of non-saturated sandy soils 86
Experimental analysis of the influence of particles� shape on the behaviour of 2D granular materials. 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
An experimental study of the behaviour of two rockfills accounting for the effects of degree of saturation 83
Experimental Study of the Injectability and Effectiveness of Laponite Mixtures as Liquefaction Mitigation Technique 82
Analisi sperimentale dell' efficacia del consolidamento di pozzolana e pomici con soluzioni di silicato di sodio 80
Modelling low pressure grouting of unsaturated silty sands 80
Numerical and experimental investigation on the effects of filling shallow cavities beneath urban areas 78
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills 78
A simple expression of the shear strength of anisotropic fibre-reinforced soils 77
Effect of Electro-kinetic Consolidation on Fine Grained Dredged Sediments 76
Soil liquefaction: from mechanisms to effects on the built environment. 76
Ccella triassiale con controllo dell’umidità relativa 76
Numerical analysis of roof failure mechanisms in soft rocks 73
Approccio Monte Carlo nella progettazione di strutture sotterranee con difetti considerando l'interazione terreno-struttura 73
Prediction of jet grouting efficiency and columns average diameter 72
Studio sperimentale dei meccanismi di interazione terreno-rinforzo durante prove di sfilamento 71
Model prediction of the cyclic liquefaction resistance of gassy soils 70
Effetti del riempimento di cavità superficiali in area urbana 70
Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil 70
Design Charts for Induced Partial Saturation: A Promising Mitigation Technique Against Liquefaction 69
Experimental Evidences of the Effect of Fibres in Reinforcing a Sandy Gravel 69
The apparent viscosity to model the behaviour of liquefied sands 68
Sistema magnetico di rilevamento forma/volume in cella triassiche di grandi dimensioni 68
Relative relevance of factors affecting the electrokinetic dewatering of soft clayey soils 67
Numerical analysis of the effectiveness of rows of piles in slope stabilization. 66
On the apparent viscosity of granular soils during liquefaction tests 66
An insight on the experimental volumetric behaviour of gassy soils 63
The diameter of single, double and triple fluid jet grouting columns: prediction method and field trial results. 61
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
Experimental investigation on the mechanical behaviour of fibre reinforced sandy gravel and fibre-reinforced fine sand. 60
Interventi di trattamento profondo dei terreni per la mitigazione del rischio sismico: primi risultati. 60
Analisi sperimentale del comportamento meccanico di mezzi granulari rinforzati con fibre di polipropilene 60
Undrained cyclic resistance of undisturbed gravelly soils 59
Small strain shear modulus of undisturbed gravelly soils durino undrained cyclic triaxial tests. 57
Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil Liquefaction 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 48
On the strength of fibre reinforced soils 45
Some remarks on the coefficient of earth pressure at rest in compacted sandy gravel 44
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils 42
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions 42
A liquefaction potential integral index based on pore pressure build-up 40
Mechanical analysis of jet grouted supporting structures 36
Totale 5.769
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Categoria #
all - tutte 18.095
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 18.095
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021152 0 0 0 0 0 28 24 15 40 5 30 10
2021/2022327 14 5 14 14 12 13 21 23 40 5 58 108
2022/2023463 58 47 24 44 52 58 5 38 70 9 36 22
2023/2024451 25 41 46 45 34 46 13 48 18 29 64 42
2024/20251.982 133 94 38 45 61 176 221 104 149 136 646 179
2025/20261.639 364 184 272 218 552 49 0 0 0 0 0 0
Totale 5.769