IRIS
LIRER, STEFANIA
 Distribuzione geografica
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Continente #
EU - Europa 2.430
AS - Asia 2.226
NA - Nord America 1.995
SA - Sud America 247
AF - Africa 37
OC - Oceania 14
Totale 6.949
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Nazione #
US - Stati Uniti d'America 1.939
SG - Singapore 1.164
IT - Italia 1.101
RU - Federazione Russa 706
CN - Cina 347
VN - Vietnam 277
BR - Brasile 199
HK - Hong Kong 167
FR - Francia 143
UA - Ucraina 87
DE - Germania 85
IN - India 83
FI - Finlandia 81
NL - Olanda 58
JP - Giappone 41
SE - Svezia 40
GB - Regno Unito 38
CA - Canada 32
IE - Irlanda 26
KR - Corea 18
BD - Bangladesh 15
IR - Iran 13
MX - Messico 13
ES - Italia 12
ID - Indonesia 12
IQ - Iraq 12
AR - Argentina 11
AU - Australia 11
PT - Portogallo 10
SA - Arabia Saudita 10
TR - Turchia 10
PL - Polonia 9
TH - Thailandia 9
CL - Cile 8
CO - Colombia 7
UZ - Uzbekistan 7
VE - Venezuela 7
BG - Bulgaria 6
JO - Giordania 6
PH - Filippine 6
TW - Taiwan 6
EC - Ecuador 5
KE - Kenya 5
LT - Lituania 5
MA - Marocco 5
PE - Perù 5
ZA - Sudafrica 5
AE - Emirati Arabi Uniti 3
AT - Austria 3
BE - Belgio 3
CH - Svizzera 3
EG - Egitto 3
IL - Israele 3
MY - Malesia 3
PK - Pakistan 3
TN - Tunisia 3
AZ - Azerbaigian 2
BB - Barbados 2
BO - Bolivia 2
BY - Bielorussia 2
CI - Costa d'Avorio 2
CR - Costa Rica 2
CZ - Repubblica Ceca 2
DZ - Algeria 2
ET - Etiopia 2
GN - Guinea 2
JM - Giamaica 2
LB - Libano 2
NZ - Nuova Zelanda 2
PA - Panama 2
RO - Romania 2
RS - Serbia 2
SN - Senegal 2
UY - Uruguay 2
AD - Andorra 1
AL - Albania 1
AM - Armenia 1
AO - Angola 1
GA - Gabon 1
GH - Ghana 1
HU - Ungheria 1
IS - Islanda 1
KH - Cambogia 1
KZ - Kazakistan 1
MD - Moldavia 1
MN - Mongolia 1
MU - Mauritius 1
MW - Malawi 1
NC - Nuova Caledonia 1
NI - Nicaragua 1
NO - Norvegia 1
OM - Oman 1
PY - Paraguay 1
QA - Qatar 1
SO - Somalia 1
SV - El Salvador 1
SY - Repubblica araba siriana 1
VC - Saint Vincent e Grenadine 1
Totale 6.949
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Città #
Singapore 556
San Jose 385
Chandler 195
Moscow 178
Hong Kong 160
Ashburn 128
Santa Clara 124
Milan 95
Beijing 88
Jacksonville 88
Ho Chi Minh City 87
Rome 82
Naples 65
Hefei 64
The Dalles 60
Hanoi 55
Los Angeles 54
Napoli 54
Lauterbourg 53
Princeton 42
Boston 40
Millbury 35
Tokyo 32
Helsinki 28
Nanjing 28
Buffalo 25
Council Bluffs 23
Munich 22
New York 22
Wilmington 22
Redondo Beach 19
Orem 17
Redwood City 17
Houston 16
Turin 15
Des Moines 14
Florence 14
São Paulo 14
Da Nang 13
Dallas 13
Brooklyn 12
Frankfurt am Main 12
Prato 12
Seoul 12
Haiphong 11
Lawrence 11
Seattle 11
Cassino 10
Ottawa 10
Varmo 10
Bologna 9
Kronberg 9
Modena 9
Turku 9
Chennai 8
Chicago 8
Ruvo di Puglia 8
Shenyang 8
Angri 7
Atlanta 7
Cagliari 7
Catanzaro 7
Falls Church 7
Jiaxing 7
Nanchang 7
Paris 7
Rho 7
Rimini 7
Tashkent 7
Ancona 6
Bari 6
Gorizia 6
Macerata 6
Norwalk 6
Padova 6
Perugia 6
Porto 6
Sabaudia 6
Santiago 6
Stockholm 6
Toronto 6
Venice 6
Vimercate 6
Amsterdam 5
Cantù 5
Catania 5
Conegliano 5
Falkenstein 5
Fortaleza 5
Madrid 5
Mexico City 5
Monteroni di Lecce 5
Montreal 5
Nairobi 5
Pisa 5
San Donato Milanese 5
Sofia 5
Tianjin 5
Trento 5
Trichy 5
Totale 3.467
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Nome #
Raccomandazioni sul jet grouting. Linee Guida 705
Interventi di Consolidamento dei terreni: tecnologie e scelte progettuali. 324
Experimental evidences of the effectiveness of some liquefaction mitigation measures 157
Geotechnics and Heritage 154
GEOPOLYMERIZATION PROCESSES TO STRENGTHEN POZZOLANIC SOILS 130
A new approach for reducing seismic hazard on existing buildings by unusal deep soil grouting 130
Geotechnical Engineering for the Preservation of Monuments and Historic Sites 125
Experimental measurement of the coefficient of earth pressure at rest of coarse grained materials 122
Permeation grouting of fine grained pyroclastic soils 121
Studi ed interventi per la tutela di un patrimonio sotterraneo: l’esempio delle cavità di Napoli 117
IL RISCHIO CONNESSO ALLA PRESENZA DI CAVITÀ IN AREA URBANA: IL CASO DI NAPOLI 116
An innovative approach for reducing the seismic risk of existing buildings and historic sites. 115
A simple procedure to calibrate a pore pressure energy-based model from in situ tests 112
The prediction of pore pressure build-up by an energy-based model calibrated from the results of in-situ tests 111
Design issues for jet grouted massive structures: the example of bottom plug hydraulic barriers. 108
Alcune osservazioni sul consolidamento per permeazione di terreni e rocce tenere 105
Evaluation of Cyclic Resistance and Postliquefaction Volumetric Strains of Intermediate Soils 104
Sistema magnetico di rilevamento forma/volume in cella triassiche di grandi dimensioni 103
An experimental study of the behaviour of two rockfills accounting for the effects of degree of saturation 102
Liquefaction triggering of non-saturated sandy soils 101
laboratory investigation on the mechanical effectiveness of low pressure grouting of pyroclastic silty lands 101
Experimental Study of the Injectability and Effectiveness of Laponite Mixtures as Liquefaction Mitigation Technique 101
Studio sperimentale dei fattori influenti sulla compressibilit� di un rockfill. 100
Effect of Electro-kinetic Consolidation on Fine Grained Dredged Sediments 99
Experimental analysis of the influence of particles� shape on the behaviour of 2D granular materials. 99
A simple expression of the shear strength of anisotropic fibre-reinforced soils 98
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills 98
Analisi sperimentale dell' efficacia del consolidamento di pozzolana e pomici con soluzioni di silicato di sodio 97
analisi sperimentale dell'influenza della forma delle particelle sul comportamento di un materiale granulare 2D 97
Evidenze sperimentali sul consolidamento di pozzolane con iniezioni a bassa pressione 97
Analisi teorica e sperimentale degli effetti del consolidamento di pozzolana e tufo con soluzioni iniettate a bassa pressione. 96
Ccella triassiale con controllo dell’umidità relativa 95
Effetti del riempimento di cavità superficiali in area urbana 94
On the apparent viscosity of granular soils during liquefaction tests 94
Modelling low pressure grouting of unsaturated silty sands 93
Prediction of jet grouting efficiency and columns average diameter 93
Design Charts for Induced Partial Saturation: A Promising Mitigation Technique Against Liquefaction 92
The diameter of single, double and triple fluid jet grouting columns: prediction method and field trial results. 92
Soil liquefaction: from mechanisms to effects on the built environment. 91
Experimental Evidences of the Effect of Fibres in Reinforcing a Sandy Gravel 89
Numerical and experimental investigation on the effects of filling shallow cavities beneath urban areas 88
The apparent viscosity to model the behaviour of liquefied sands 87
Numerical analysis of roof failure mechanisms in soft rocks 87
Interventi di trattamento profondo dei terreni per la mitigazione del rischio sismico: primi risultati. 86
An insight on the experimental volumetric behaviour of gassy soils 85
Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil 84
Approccio Monte Carlo nella progettazione di strutture sotterranee con difetti considerando l'interazione terreno-struttura 82
Studio sperimentale dei meccanismi di interazione terreno-rinforzo durante prove di sfilamento 82
Model prediction of the cyclic liquefaction resistance of gassy soils 81
Induced Partial Saturation: From Mechanical Principles to Engineering Design of an Innovative and Eco-Friendly Countermeasure against Earthquake-Induced Soil Liquefaction 80
Numerical analysis of the effectiveness of rows of piles in slope stabilization. 79
Relative relevance of factors affecting the electrokinetic dewatering of soft clayey soils 78
Undrained cyclic resistance of undisturbed gravelly soils 77
A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils 77
Experimental investigation on the mechanical behaviour of fibre reinforced sandy gravel and fibre-reinforced fine sand. 76
Analisi sperimentale del comportamento meccanico di mezzi granulari rinforzati con fibre di polipropilene 75
Small strain shear modulus of undisturbed gravelly soils durino undrained cyclic triaxial tests. 71
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils 69
Experimental observations and theoretical interpretation of the mechanical behaviour of a grouted pyroclastic silty sand 62
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils 61
Mitigation of Liquefaction Risk by Innovative Ground Improvement Techniques 59
probabilistic design of massive jet grouted water sealing barriers 57
On the strength of fibre reinforced soils 56
Some remarks on the coefficient of earth pressure at rest in compacted sandy gravel 55
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions 54
A liquefaction potential integral index based on pore pressure build-up 51
Mechanical analysis of jet grouted supporting structures 43
Totale 7.020
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Categoria #
all - tutte 21.535
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 21.535
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202110 0 0 0 0 0 0 0 0 0 0 0 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
2025/20262.857 367 185 273 219 556 104 356 156 326 224 81 10
Totale 7.020