IRIS
PORCINO, Daniela Dominica
 Distribuzione geografica
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Continente #
NA - Nord America 2.426
AS - Asia 1.321
EU - Europa 573
SA - Sud America 411
AF - Africa 45
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 7
Totale 4.793
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Nazione #
US - Stati Uniti d'America 2.360
SG - Singapore 649
BR - Brasile 356
CN - Cina 214
HK - Hong Kong 150
IT - Italia 130
VN - Vietnam 90
DE - Germania 89
FR - Francia 67
LT - Lituania 59
GB - Regno Unito 48
IN - India 45
FI - Finlandia 43
CA - Canada 35
MX - Messico 25
AR - Argentina 24
TR - Turchia 24
SE - Svezia 23
BD - Bangladesh 19
BE - Belgio 19
JP - Giappone 19
ZA - Sudafrica 19
ES - Italia 17
KR - Corea 17
RU - Federazione Russa 15
NL - Olanda 14
IQ - Iraq 13
PL - Polonia 13
ID - Indonesia 11
AU - Australia 9
MA - Marocco 9
CL - Cile 8
CO - Colombia 8
PK - Pakistan 8
UZ - Uzbekistan 8
SA - Arabia Saudita 7
AT - Austria 6
IR - Iran 6
AE - Emirati Arabi Uniti 5
EU - Europa 5
KE - Kenya 5
UA - Ucraina 5
EE - Estonia 4
EG - Egitto 4
IL - Israele 4
NP - Nepal 4
PH - Filippine 4
AZ - Azerbaigian 3
BG - Bulgaria 3
EC - Ecuador 3
JO - Giordania 3
LB - Libano 3
OM - Oman 3
PE - Perù 3
PY - Paraguay 3
RO - Romania 3
UY - Uruguay 3
AM - Armenia 2
BO - Bolivia 2
DO - Repubblica Dominicana 2
IS - Islanda 2
KZ - Kazakistan 2
MY - Malesia 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
AL - Albania 1
BB - Barbados 1
BS - Bahamas 1
CH - Svizzera 1
CI - Costa d'Avorio 1
CZ - Repubblica Ceca 1
ET - Etiopia 1
GE - Georgia 1
HU - Ungheria 1
IE - Irlanda 1
JM - Giamaica 1
KG - Kirghizistan 1
LK - Sri Lanka 1
LY - Libia 1
MD - Moldavia 1
MK - Macedonia 1
NG - Nigeria 1
NO - Norvegia 1
PS - Palestinian Territory 1
PT - Portogallo 1
QA - Qatar 1
SC - Seychelles 1
SN - Senegal 1
SX - ???statistics.table.value.countryCode.SX??? 1
TN - Tunisia 1
TO - Tonga 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
VE - Venezuela 1
XK - ???statistics.table.value.countryCode.XK??? 1
ZW - Zimbabwe 1
Totale 4.793
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Città #
Chandler 305
Singapore 282
San Jose 265
Dallas 257
Ashburn 164
Hong Kong 137
Council Bluffs 98
New York 89
Santa Clara 84
Boardman 82
San Mateo 74
Beijing 63
Shanghai 53
Brasília 50
Lauterbourg 50
Lawrence 49
Princeton 49
São Paulo 46
Helsinki 43
Wilmington 39
Los Angeles 38
Ann Arbor 37
Ho Chi Minh City 30
Pittsburgh 27
Reggio Calabria 26
Columbus 25
Des Moines 24
Hanoi 20
The Dalles 20
Brussels 19
Tokyo 18
Orem 17
Johannesburg 15
Mexico City 15
Montreal 14
Frankfurt am Main 13
Denver 12
Toronto 12
Warsaw 12
Chennai 11
Pescara 11
Redwood City 11
Atlanta 10
Chicago 10
Houston 10
Poplar 9
San Francisco 9
Bradford 8
Kocaeli 8
Belo Horizonte 7
Boston 7
Catanzaro 7
Haiphong 7
Kochi 7
Querétaro 7
Seattle 7
Stockholm 7
Tashkent 7
Amsterdam 6
Modena 6
Mumbai 6
Norwalk 6
Phoenix 6
Riyadh 6
Ankara 5
Buenos Aires 5
Central 5
Dong Ket 5
Falls Church 5
Guarulhos 5
Hamburg 5
Istanbul 5
Nairobi 5
Philadelphia 5
Sydney 5
Bari 4
Biên Hòa 4
Bonndorf 4
Brescia 4
Brooklyn 4
Curitiba 4
Dhaka 4
Edinburgh 4
Erbil 4
Guangzhou 4
Jakarta 4
London 4
Manchester 4
Munich 4
Newark 4
Paris 4
Redmond 4
Rio de Janeiro 4
Rome 4
Santo André 4
Vienna 4
Alicante 3
Andover 3
Augusta 3
Baghdad 3
Totale 3.020
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Nome #
A constant normal stiffness direct shear box for soil-solid interfaces tests 141
Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading 137
Cyclic shear strength of a volcanic sandy silt susceptible to flowslide Paper N. UCBPO 126
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading 123
Undrained monotonic and cyclic simple shear behaviour of carbonate sand 122
Caratterizzazione di nuovi aggregati sintetici per impieghi in campo geotecnico (Characterization of innovative synthetic lightweight aggregates for use in geotechnical applic ations) 121
Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions 118
Predicting Undrained Static Response of Sand with Non Plastic Fines in terms of Equivalent Granular State Parameter 118
Correlating in-situ test results for Dubai and Abu Dhabi biogenic calcareous sands 113
Laboratory determination of mechanical and hydraulic properties of chemically grouted sands 105
Key factors affecting prediction of seismic pore water pressures in silty sands based on damage parameter 101
An insight into the prediction of limiting fines content for mixtures of sand with fines based on monotonic and cyclic tests 101
Caratterizzazione e modellazione dei terreni per la previsione del comportamento delle opere geotecniche. Relazione generale 100
An automated control system for undrained monotonic and cyclic simple shear tests 100
ANALISI DI STABILITÀ DI UN ARGINE DANNEGGIATO DALLA SEQUENZA SISMICA EMILIANA DEL 2012 98
Campionamento Indisturbato delle Sabbie di Gioia Tauro mediante la Tecnica del Congelamento in Sito 98
Static and dynamic properties of a lightly cemented silicate-grouted sand 97
Correlating qc and cyclic liquefaction resistance of sands through calibration chamber tests and simple shear tests 95
Effect of Non-plastic Fines on Cyclic Shear Strength of Sand Under an Initial Static Shear Stress 93
Laboratory study on pore pressure generation and liquefaction of low Plasticity silty sandy soils during the 2012 earthquake in Italy 87
Correlazione tra resistenza non drenata ciclica e statica delle sabbie nell'apparecchiatura di taglio semplice 87
Drained and undrained monotonic behaviour of sand in simple shear tests 86
The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures 84
Behaviour of a carbonate sand in undrained monotonic simple shear tests 84
Recovery of biomass fly ash and hdpe in innovative synthetic lightweight aggregates for sustainable geotechnical applications 83
f Undrained monotonic and cyclic simple shear behaviour of carbonate sand -Discussion-Part II 80
Shear wave velocity-based assessment of liquefaction resistance of carbonate sands 80
Comparison between in-situ and laboratory tests results on undisturbed frozen samples for a natural coarse sand 80
Exploring Static Instability Behavior of Sand-Fines Mixtures Based on Different State Variables 78
Effect of initial fabric on cyclic and monotonic undrained shear strength of Gioia Tauro sand 78
Bonding degradation and stress–dilatancy response of weakly cemented sands 77
Environmental and geotechnical properties of lightweight aggregates made of reused solid wastes 76
Interface behaviour of sands from constant normal stiffness direct shear tests 75
Shear-wave velocity based evaluation of liquefaction resistance of calcareous sands of different origin 75
Interpreting the deformation phenomena triggered by the 2012 Emilia seismic sequence on the Canale Diversivo di Burana banks 74
Undrained monotonic and cyclic simple shear behaviour of carbonate sand -Discussion-Part I 72
Undrained cyclic response of a silicate-grouted sand for liquefaction mitigation purposes 72
Numerical simulations of seismic centrifuge tests: Validation of pore water pressure models in sand 71
Undrained monotonic and cyclic behaviour of a coarse sand from undisturbed and reconstituted samples 71
Recent advances in pore water pressure and liquefaction characteristics of low plasticity silty sands subjected to cyclic loading 71
Evaluating seismic behavior of intermediate silty sands of low plasticity from Emilia Romagna, Italy. 71
Assessment of undrained cyclic resistance of sand with non-plastic fines under sustained shear stress using a critical state interpretation 70
Laboratory investigation of the undrained cyclic behaviour of a natural coarse sand from undisturbed and reconstituted samples 70
Pore-Pressure Generation of Sands Subjected to Cyclic Simple Shear Loading 70
Liquefaction resistance of undisturbed and reconstituted samples of a natural coarse sand from undrained cyclic triaxial tests 69
Normalisation of cyclic undrained triaxial and simple shear strength of carbonate sand to monotonic shear strength 69
Small-strain shear modulus of weakly cemeneted sand using bender elements 69
Performance of Synthetic Lightweight Aggregates for Road Embankment Construction on Improved Soft Soil 67
Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines 64
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading 63
Soil Reinforcement in urban areas.General Report 62
Influence of cyclic preshearing on undrained behaviour of carbonate sand in simple shear tests 61
Recenti sviluppi della prova pressiometrica: il pressiocono 58
Evaluating liquefaction resistance of a calcareous sand using the cone penetration test Paper No. 4.15a 58
Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses 56
Energy-Based Pore Pressure Generation Models in Silty Sands under Earthquake Loading 55
Geotechnical investigation for the stability analyses of Pavia’s medieval towers 55
Liquefaction and Re-Liquefaction of a silicate-grouted sand due to repeated earthquakes 50
Pre-and-post-liquefaction response of sand in cyclic simple shear 48
Exploring Earthquake-Induced Liquefaction Hazard Linked to Climate Change Effects in Sandy Soils 18
Mitigation of Seismic Liquefaction Geohazard Associated to Sea-Level Rise Through Compacted Granular Columns: A Pilot Case Study 14
null 3
Totale 4.968
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Categoria #
all - tutte 32.293
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 32.293
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20217 0 0 0 0 0 0 0 0 0 0 0 7
2021/2022269 4 1 74 31 5 7 6 30 21 10 25 55
2022/2023729 99 3 9 117 88 146 3 77 107 20 49 11
2023/2024420 26 39 53 12 27 78 10 7 10 61 49 48
2024/20251.024 17 36 74 24 149 68 149 111 141 120 54 81
2025/20262.246 117 276 228 355 259 140 239 107 175 139 117 94
Totale 4.968