Archivio istituzionale della ricerca dell'Università degli Studi di Palermo

ROSONE, Marco
 Distribuzione geografica
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Continente #
NA - Nord America 600
EU - Europa 192
AS - Asia 48
AF - Africa 21
OC - Oceania 5
SA - Sud America 3
Totale 869
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Nazione #
US - Stati Uniti d'America 599
IT - Italia 135
FR - Francia 26
DE - Germania 16
DZ - Algeria 14
CN - Cina 12
IR - Iran 7
AE - Emirati Arabi Uniti 5
AU - Australia 5
ZA - Sudafrica 5
HK - Hong Kong 4
IN - India 4
IQ - Iraq 4
CZ - Repubblica Ceca 3
FI - Finlandia 3
ID - Indonesia 3
BR - Brasile 2
SG - Singapore 2
TW - Taiwan 2
BA - Bosnia-Erzegovina 1
BD - Bangladesh 1
CA - Canada 1
CL - Cile 1
CY - Cipro 1
DK - Danimarca 1
ET - Etiopia 1
GB - Regno Unito 1
KZ - Kazakistan 1
LK - Sri Lanka 1
NG - Nigeria 1
NL - Olanda 1
NO - Norvegia 1
PL - Polonia 1
PT - Portogallo 1
QA - Qatar 1
RU - Federazione Russa 1
UA - Ucraina 1
Totale 869
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Città #
Fairfield 109
Palermo 99
Ashburn 60
Santa Cruz 48
Seattle 45
Des Moines 40
Woodbridge 38
Cambridge 32
Houston 32
Wilmington 31
Ann Arbor 18
Boardman 13
Chicago 8
Buffalo 7
San Diego 6
Los Angeles 5
Muizenberg 5
Rome 5
Columbus 4
Council Bluffs 4
Las Vegas 4
Baghdad 3
Catania 3
Clearwater 3
Clemson 3
Duisburg 3
Hefei 3
Marseille 3
Mountain View 3
New York 3
Surabaya 3
Aversa 2
Beijing 2
Central 2
Gunzenhausen 2
Kanpur 2
Lappeenranta 2
Moncalieri 2
New Taipei 2
Noisiel 2
Phoenix 2
Shenyang 2
Strasbourg 2
Aachen 1
Addis Ababa 1
Adelaide 1
Astana 1
Atlanta 1
Basking Ridge 1
Beaverton 1
Bochum 1
Brno 1
Büdelsdorf 1
Chengdu 1
Chongqing 1
Crugers 1
Cuasso al Monte 1
Dallas 1
Doha 1
Esslingen am Neckar 1
Frankfurt am Main 1
Frederiksberg 1
Helsinki 1
Herndon 1
Hong Kong 1
Jessheim 1
Lisbon 1
London 1
Mila 1
Nantes 1
Nicosia 1
Nuremberg 1
Palo Alto 1
Portland 1
Poznan 1
Pune 1
Recife 1
Rio de Janeiro 1
Riva 1
Sarajevo 1
Sciara 1
Scranton 1
Simferopol 1
Singapore 1
Sunnyvale 1
Toronto 1
Toulouse 1
Turin 1
Uyo 1
Verona 1
Via Lodi 1
Vijayawada 1
Washington 1
Wuhan 1
Totale 718
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Nome #
Yielding of a quartz sand from saturated to dry state, file e3ad8923-20b4-da0e-e053-3705fe0a2b96 180
Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing, file e3ad8923-2178-da0e-e053-3705fe0a2b96 153
Suction controlled drying and wetting cycle effects on the volumetric behaviour of a lime-treated high plasticity clay, file e3ad891a-4e98-da0e-e053-3705fe0a2b96 117
Water retention behaviour of compacted and reconstituted scaly clays, file e3ad8923-0e20-da0e-e053-3705fe0a2b96 113
Influence of a thin horizontal weak layer on the mechanical behaviour of shallow foundations resting on sand, file e3ad8927-601c-da0e-e053-3705fe0a2b96 78
Stability of embankments resting on foundation soils with a weak layer, file e3ad8926-1c5c-da0e-e053-3705fe0a2b96 60
Microstructure and shear strength evolution of a lime-treated clay for use in road construction, file e3ad891e-437a-da0e-e053-3705fe0a2b96 48
Volume change response and fabric evolution of granular MX80 bentonite along different hydro-mechanical stress paths, file e3ad8927-f49d-da0e-e053-3705fe0a2b96 21
Microstructural characterization of a 3D-printed soil, file 2035d003-d2b5-4f71-a5a1-4f9f45b316c7 18
An integrated approach for the assessment of ground instabilities-induced damage on critical structures, file b8699108-ecae-4e56-b2e9-6ec80690ec2f 14
Modulo resiliente di un’argilla a scaglie trattata con calce come parametro meccanico per l’impiego in strati di sottofondazione stradale, file e3ad8919-2668-da0e-e053-3705fe0a2b96 6
On the reactivation of a large landslide induced by rainfall in highly fissured clays, file e3ad891e-84f7-da0e-e053-3705fe0a2b96 6
Role of Stress History on the Swelling-Shrinkage Behavior of Compacted Scaly Clay, file 3e67802d-b1b4-4968-aa7a-eb76ba6712c1 5
Prova di campo per i lavori di trattamento delle terre argillose con calce per lavori stradali e ferroviari [Field test of lime treatment of clayey soils for railways and road works], file e3ad8916-e6d6-da0e-e053-3705fe0a2b96 5
Yielding of a quartz sand from saturated to dry state, file e3ad8923-0ac1-da0e-e053-3705fe0a2b96 5
A Sustainable Option to Reuse Scaly Clays as Geomaterial for Earthworks, file 66325db9-26f4-4aff-8a34-7cc0f681bb6a 4
Evaluation of the In-Situ Behaviour of a Lime-Treated Clay in a Real-Scale Experimental Embankment, file 7b5aa36c-30c7-4414-9467-409b37120048 4
Effetto dei cicli di imbibizione ed essiccamento sul comportamento volumetrico di argille di alta plasticità trattate con calce, file e3ad891c-4c15-da0e-e053-3705fe0a2b96 4
Analysis of the chemical and microstructural modifications effects on the hydro-mechanical behaviour of a lime-treated clay, file e3ad8920-98b2-da0e-e053-3705fe0a2b96 4
Caratterizzazione geotecnica di un’argilla trattata con calce posta in rilevato, file e3ad8918-1ca7-da0e-e053-3705fe0a2b96 3
The permeable concrete: A low energy consumption solution for deep draining trenches, file e3ad891e-6497-da0e-e053-3705fe0a2b96 3
Resistenza a taglio di campioni rimaneggiati di Opalinus Clay, file e3ad8927-2088-da0e-e053-3705fe0a2b96 3
Multidisciplinary Study on a Landslide Area Individuated by Using Statistical Methodologies Before and After the Last Reactivation, file 07361029-2d67-4119-8f15-7288c6fce55e 2
On the Fabric of a 3D Printed Soil, file 2589d070-3a81-46e4-8054-4ecb8b9138aa 2
Evoluzione del comportamento idro-meccanico di una sabbia di quarzo dallo stato saturo allo stato asciutto, file 33fdb30b-d9bd-44dd-a8d2-fc9ec4cee615 2
ANALISI DEI MECCANISMI DI RIATTIVAZIONE DI UN’AREA IN FRANA NEL BACINO DEL FIUME IMERA SETTENTRIONALE, file 8a02b301-8f98-47a8-8925-c49d645c7e66 2
On the Post-peak Behaviour of Remoulded and Jointed Clay Samples During Triaxial Compression Tests, file a93e9e46-097c-4f64-817c-ce9e0dcd81c1 2
The shear strength of Opalinus Clay shale in the remoulded state, file e3ad8920-98b9-da0e-e053-3705fe0a2b96 2
Comportamento idro-meccanico di terreni estrusi, file e3ad8927-8c9f-da0e-e053-3705fe0a2b96 2
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici, file e3ad8927-9075-da0e-e053-3705fe0a2b96 2
Atti del convegno: X Incontro Annuale dei Giovani Ingegneri Geotecnici, file e3ad8927-9076-da0e-e053-3705fe0a2b96 2
Hydro-Mechanical Characterization of a Shale by Unusually High-Pressure Oedometric Tests, file e9b421c3-510c-4332-b73e-972dca16b238 2
Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti, file 782cee35-e751-4ced-88c6-0f0b3ac63d64 1
Microstructure Characteristics of Unsaturated Compacted Scaly Clay, file e3ad8916-104e-da0e-e053-3705fe0a2b96 1
CARATTERIZZAZIONE GEOTECNICA DI UN’ARGILLA DI ALTA PLASTICITAꞌ TRATTATA CON CALCE, file e3ad8916-8fe5-da0e-e053-3705fe0a2b96 1
Analisi della microstruttura di un'argilla di alta plasticità trattata con calce, file e3ad8916-c899-da0e-e053-3705fe0a2b96 1
Effetti del percorso di sollecitazione sul comportamento meccanico di un'argilla a scaglie compattata non satura sottoposta a cicli di imbibizione ed essiccamento, file e3ad8917-a655-da0e-e053-3705fe0a2b96 1
Safeguarding historic towns on hilltops threatened by land sliding: The case of San Fratello in Sicily, file e3ad8918-1bb8-da0e-e053-3705fe0a2b96 1
An effective stress based shear strength criterion for unsaturated compacted double-porosity clays, file e3ad8918-2042-da0e-e053-3705fe0a2b96 1
Volumetric behaviour of lime treated high plasticity clay subjected to suction controlled drying and wetting cycles, file e3ad891a-5b00-da0e-e053-3705fe0a2b96 1
Shear strength of a compacted scaly clay in variable saturation conditions, file e3ad891a-96d2-da0e-e053-3705fe0a2b96 1
The residual shear strength of the shaly and sandy facies of the opalinus clay, file e3ad891e-3528-da0e-e053-3705fe0a2b96 1
On the hydro-mechanical behaviour of a lime-treated embankment during wetting and drying cycles, file e3ad891e-8daa-da0e-e053-3705fe0a2b96 1
Totale 885
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Categoria #
all - tutte 3.004
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 3.004
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202039 0 1 0 2 8 4 4 7 5 3 3 2
2020/2021322 2 1 6 35 122 43 52 15 11 15 12 8
2021/2022183 14 28 5 7 8 14 7 8 7 14 48 23
2022/2023175 8 4 34 24 1 18 43 4 10 3 13 13
2023/2024141 13 8 13 11 20 14 22 22 8 4 6 0
Totale 885