IRIS
PORCINO, Daniela Dominica
 Distribuzione geografica
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Continente #
NA - Nord America 1.903
AS - Asia 1.015
EU - Europa 485
SA - Sud America 387
AF - Africa 33
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 6
Totale 3.839
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Nazione #
US - Stati Uniti d'America 1.848
SG - Singapore 459
BR - Brasile 343
CN - Cina 176
HK - Hong Kong 137
IT - Italia 112
DE - Germania 82
VN - Vietnam 80
LT - Lituania 59
GB - Regno Unito 46
FI - Finlandia 43
IN - India 35
CA - Canada 29
SE - Svezia 23
TR - Turchia 22
AR - Argentina 21
MX - Messico 20
BE - Belgio 19
FR - Francia 16
KR - Corea 16
JP - Giappone 15
RU - Federazione Russa 15
NL - Olanda 14
ZA - Sudafrica 14
PL - Polonia 13
ES - Italia 12
BD - Bangladesh 11
AU - Australia 9
IQ - Iraq 8
UZ - Uzbekistan 7
ID - Indonesia 6
IR - Iran 6
MA - Marocco 6
SA - Arabia Saudita 6
CL - Cile 5
CO - Colombia 5
EU - Europa 5
PK - Pakistan 5
AT - Austria 4
EE - Estonia 4
EG - Egitto 4
IL - Israele 4
KE - Kenya 4
UA - Ucraina 4
AE - Emirati Arabi Uniti 3
AZ - Azerbaigian 3
BG - Bulgaria 3
EC - Ecuador 3
JO - Giordania 3
LB - Libano 3
PY - Paraguay 3
RO - Romania 3
UY - Uruguay 3
BO - Bolivia 2
DO - Repubblica Dominicana 2
IS - Islanda 2
KZ - Kazakistan 2
OM - Oman 2
PE - Perù 2
SK - Slovacchia (Repubblica Slovacca) 2
AL - Albania 1
AM - Armenia 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
NG - Nigeria 1
NO - Norvegia 1
PH - Filippine 1
PT - Portogallo 1
RS - Serbia 1
SC - Seychelles 1
TO - Tonga 1
TT - Trinidad e Tobago 1
TW - Taiwan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 3.839
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Città #
Chandler 305
Dallas 255
Singapore 203
Hong Kong 127
Ashburn 94
Boardman 82
Santa Clara 81
San Mateo 74
New York 71
Beijing 53
Shanghai 52
Brasília 50
Lawrence 49
Princeton 49
Helsinki 43
São Paulo 43
Wilmington 39
Ann Arbor 36
Los Angeles 34
Ho Chi Minh City 29
Pittsburgh 27
Reggio Calabria 26
Columbus 24
Des Moines 24
The Dalles 20
Brussels 19
Hanoi 17
Tokyo 15
Council Bluffs 12
Frankfurt am Main 12
Montreal 12
Warsaw 12
Denver 11
Johannesburg 11
Mexico City 11
Orem 11
Pescara 11
Redwood City 11
Toronto 11
Chennai 9
Poplar 9
San Francisco 9
Chicago 8
Kocaeli 8
Belo Horizonte 7
Bradford 7
Houston 7
Kochi 7
Seattle 7
Stockholm 7
Amsterdam 6
Atlanta 6
Boston 6
Haiphong 6
Modena 6
Mumbai 6
Norwalk 6
Querétaro 6
Tashkent 6
Ankara 5
Buenos Aires 5
Catanzaro 5
Central 5
Dong Ket 5
Falls Church 5
Guarulhos 5
Hamburg 5
Istanbul 5
Philadelphia 5
Phoenix 5
Riyadh 5
San Jose 5
Sydney 5
Bari 4
Bonndorf 4
Brescia 4
Brooklyn 4
Curitiba 4
Edinburgh 4
Guangzhou 4
London 4
Manchester 4
Munich 4
Nairobi 4
Newark 4
Paris 4
Redmond 4
Rio de Janeiro 4
Santo André 4
Alicante 3
Andover 3
Baku 3
Bauru 3
Biên Hòa 3
Cabo Frio 3
Calgary 3
Casablanca 3
Cedar Knolls 3
Da Nang 3
Dhaka 3
Totale 2.372
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Nome #
A constant normal stiffness direct shear box for soil-solid interfaces tests 121
Caratterizzazione di nuovi aggregati sintetici per impieghi in campo geotecnico (Characterization of innovative synthetic lightweight aggregates for use in geotechnical applic ations) 102
Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading 102
Undrained monotonic and cyclic simple shear behaviour of carbonate sand 99
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading 96
Cyclic shear strength of a volcanic sandy silt susceptible to flowslide Paper N. UCBPO 95
Correlating in-situ test results for Dubai and Abu Dhabi biogenic calcareous sands 94
Predicting Undrained Static Response of Sand with Non Plastic Fines in terms of Equivalent Granular State Parameter 93
An insight into the prediction of limiting fines content for mixtures of sand with fines based on monotonic and cyclic tests 88
Campionamento Indisturbato delle Sabbie di Gioia Tauro mediante la Tecnica del Congelamento in Sito 88
An automated control system for undrained monotonic and cyclic simple shear tests 87
Caratterizzazione e modellazione dei terreni per la previsione del comportamento delle opere geotecniche. Relazione generale 86
ANALISI DI STABILITÀ DI UN ARGINE DANNEGGIATO DALLA SEQUENZA SISMICA EMILIANA DEL 2012 84
Laboratory determination of mechanical and hydraulic properties of chemically grouted sands 83
Key factors affecting prediction of seismic pore water pressures in silty sands based on damage parameter 81
Drained and undrained monotonic behaviour of sand in simple shear tests 80
Static and dynamic properties of a lightly cemented silicate-grouted sand 78
Correlazione tra resistenza non drenata ciclica e statica delle sabbie nell'apparecchiatura di taglio semplice 78
Effect of Non-plastic Fines on Cyclic Shear Strength of Sand Under an Initial Static Shear Stress 77
Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions 75
Correlating qc and cyclic liquefaction resistance of sands through calibration chamber tests and simple shear tests 73
Laboratory study on pore pressure generation and liquefaction of low Plasticity silty sandy soils during the 2012 earthquake in Italy 71
Behaviour of a carbonate sand in undrained monotonic simple shear tests 71
Comparison between in-situ and laboratory tests results on undisturbed frozen samples for a natural coarse sand 71
Exploring Static Instability Behavior of Sand-Fines Mixtures Based on Different State Variables 70
Shear wave velocity-based assessment of liquefaction resistance of carbonate sands 69
The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures 68
Recovery of biomass fly ash and hdpe in innovative synthetic lightweight aggregates for sustainable geotechnical applications 67
Effect of initial fabric on cyclic and monotonic undrained shear strength of Gioia Tauro sand 65
Pore-Pressure Generation of Sands Subjected to Cyclic Simple Shear Loading 64
Evaluating seismic behavior of intermediate silty sands of low plasticity from Emilia Romagna, Italy. 63
Bonding degradation and stress–dilatancy response of weakly cemented sands 63
f Undrained monotonic and cyclic simple shear behaviour of carbonate sand -Discussion-Part II 62
Liquefaction resistance of undisturbed and reconstituted samples of a natural coarse sand from undrained cyclic triaxial tests 60
Shear-wave velocity based evaluation of liquefaction resistance of calcareous sands of different origin 60
Recent advances in pore water pressure and liquefaction characteristics of low plasticity silty sands subjected to cyclic loading 59
Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines 58
Interpreting the deformation phenomena triggered by the 2012 Emilia seismic sequence on the Canale Diversivo di Burana banks 57
Assessment of undrained cyclic resistance of sand with non-plastic fines under sustained shear stress using a critical state interpretation 56
Interface behaviour of sands from constant normal stiffness direct shear tests 56
Undrained monotonic and cyclic simple shear behaviour of carbonate sand -Discussion-Part I 56
Laboratory investigation of the undrained cyclic behaviour of a natural coarse sand from undisturbed and reconstituted samples 56
Small-strain shear modulus of weakly cemeneted sand using bender elements 56
Normalisation of cyclic undrained triaxial and simple shear strength of carbonate sand to monotonic shear strength 55
Numerical simulations of seismic centrifuge tests: Validation of pore water pressure models in sand 54
Undrained monotonic and cyclic behaviour of a coarse sand from undisturbed and reconstituted samples 54
Undrained cyclic response of a silicate-grouted sand for liquefaction mitigation purposes 54
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading 53
Soil Reinforcement in urban areas.General Report 53
Environmental and geotechnical properties of lightweight aggregates made of reused solid wastes 50
Influence of cyclic preshearing on undrained behaviour of carbonate sand in simple shear tests 50
Undisturbed sampling by ground freezing at Gioia Tauro site for seismic liquefaction analyses 49
Recenti sviluppi della prova pressiometrica: il pressiocono 48
Evaluating liquefaction resistance of a calcareous sand using the cone penetration test Paper No. 4.15a 47
Geotechnical investigation for the stability analyses of Pavia’s medieval towers 44
Pre-and-post-liquefaction response of sand in cyclic simple shear 42
Performance of Synthetic Lightweight Aggregates for Road Embankment Construction on Improved Soft Soil 42
Liquefaction and Re-Liquefaction of a silicate-grouted sand due to repeated earthquakes 39
Energy-Based Pore Pressure Generation Models in Silty Sands under Earthquake Loading 37
null 3
Totale 4.012
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Categoria #
all - tutte 29.220
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 29.220
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202165 0 0 0 0 0 29 8 1 6 14 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
2025/20261.290 117 276 228 355 259 55 0 0 0 0 0 0
Totale 4.012