IRIS
CASINI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 22.535
AS - Asia 3.719
EU - Europa 3.578
SA - Sud America 494
AF - Africa 110
OC - Oceania 104
Continente sconosciuto - Info sul continente non disponibili 3
Totale 30.543
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Nazione #
US - Stati Uniti d'America 22.369
IT - Italia 1.373
SG - Singapore 1.216
CN - Cina 939
HK - Hong Kong 439
BR - Brasile 383
RU - Federazione Russa 314
UA - Ucraina 304
FR - Francia 286
DE - Germania 256
VN - Vietnam 249
GB - Regno Unito 239
IE - Irlanda 213
JP - Giappone 149
IN - India 131
CH - Svizzera 121
CA - Canada 115
KR - Corea 104
NL - Olanda 98
AU - Australia 96
BD - Bangladesh 88
FI - Finlandia 86
ID - Indonesia 86
IR - Iran 53
ES - Italia 44
SE - Svezia 41
PL - Polonia 38
ZA - Sudafrica 38
TR - Turchia 33
AR - Argentina 32
AT - Austria 31
BE - Belgio 31
PH - Filippine 31
IQ - Iraq 26
MY - Malesia 26
TW - Taiwan 26
DZ - Algeria 23
MX - Messico 23
CO - Colombia 22
NP - Nepal 20
PT - Portogallo 20
CL - Cile 17
TH - Thailandia 17
LK - Sri Lanka 15
PK - Pakistan 14
EC - Ecuador 13
HR - Croazia 13
NO - Norvegia 13
AE - Emirati Arabi Uniti 11
CZ - Repubblica Ceca 11
CR - Costa Rica 8
ET - Etiopia 8
GR - Grecia 8
KZ - Kazakistan 8
PE - Perù 8
RO - Romania 8
MA - Marocco 7
NZ - Nuova Zelanda 7
AZ - Azerbaigian 6
NG - Nigeria 6
UZ - Uzbekistan 6
BO - Bolivia 5
EG - Egitto 5
IL - Israele 5
KE - Kenya 5
LT - Lituania 5
PY - Paraguay 5
SA - Arabia Saudita 5
VE - Venezuela 5
AL - Albania 4
DK - Danimarca 4
JO - Giordania 4
LY - Libia 4
TT - Trinidad e Tobago 4
UY - Uruguay 4
BY - Bielorussia 3
GT - Guatemala 3
JM - Giamaica 3
LV - Lettonia 3
MM - Myanmar 3
TN - Tunisia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AO - Angola 2
BG - Bulgaria 2
DO - Repubblica Dominicana 2
GE - Georgia 2
HN - Honduras 2
KH - Cambogia 2
MD - Moldavia 2
NI - Nicaragua 2
PA - Panama 2
PR - Porto Rico 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
SN - Senegal 2
TZ - Tanzania 2
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BN - Brunei Darussalam 1
CI - Costa d'Avorio 1
Totale 30.532
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Città #
Woodbridge 6.222
Wilmington 5.532
Houston 4.673
Singapore 700
Rome 510
San Jose 498
Fairfield 492
Ashburn 472
Beijing 357
Hong Kong 344
Seattle 313
Chandler 299
Ann Arbor 294
Jacksonville 256
Council Bluffs 201
Dublin 197
Cambridge 192
Medford 156
Santa Clara 122
Los Angeles 118
Tokyo 112
Chicago 99
The Dalles 92
Hangzhou 89
New York 89
Buffalo 73
Lawrence 73
Milan 69
Redwood City 69
Dearborn 67
Ho Chi Minh City 66
Lauterbourg 61
Jakarta 59
Zhengzhou 50
Zurich 48
Hanoi 46
Dong Ket 45
Dallas 44
Salt Lake City 42
Menlo Park 40
Phoenix 39
Shanghai 39
Boardman 38
Naples 38
Moscow 36
Mountain View 34
San Diego 33
São Paulo 33
London 30
Melbourne 30
Atlanta 28
Johannesburg 27
Nanjing 27
Orem 26
Colorado Springs 24
Durham 24
Ottawa 24
Redondo Beach 23
Turin 23
Bern 22
Tampa 22
Chennai 19
University Park 19
Elk Grove Village 18
Lisbon 18
Palermo 18
Vienna 18
Paris 17
Sydney 17
Central 16
Helsinki 16
Taipei 16
Toronto 16
Brussels 15
Kraków 15
Montreal 15
Rio de Janeiro 15
Verona 15
Alutgama 14
Amsterdam 14
Columbus 14
Falls Church 14
Hyderabad 14
New Delhi 13
Norwalk 13
Washington 13
Belo Horizonte 12
Dulles 12
Guangzhou 12
Manchester 12
Miami 12
North Bergen 12
Nuremberg 12
Barcelona 11
Boydton 11
Frankfurt am Main 11
Las Vegas 11
Tappahannock 11
Warsaw 11
Wuhan 11
Totale 24.454
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Nome #
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland 1.047
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution 790
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions 692
Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures 616
Shear strength of an unsaturated silty sand 600
Lesson learnt from field tests in some potentially unstable slopes in switzerland 581
Benchmark of constituive models for unsaturated soils 578
Landslide triggering experiment in a steep forested slope in Switzerland 571
Artificial ground freezing: from applications and case studies to fundamental research 507
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 497
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding 496
Compressibility of undisturbed silt loam soil – measurements and simulations 471
Comparison between the in situ and laboratory water retention curves for a silty sand 468
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 464
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method 455
Corrigendum: deformation induced by wetting: a simple model 454
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions 449
Coupled phenomena induced by freezing in a granular material 444
Consequences on water retention properties of double-porosity features in a compacted silt 443
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements 440
Weibull distribution to describe grading evolution of materials with crushable grains 440
Hydro-mechanical response of collapsible soils under different infiltration events 431
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 429
The effects of hydraulic properties of bedrock on the stability of slopes 427
Contour fractal analysis of grains 426
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil 425
Coupled phenomena induced by freezing and thawing in a granular material 421
Freezing-thawing tests on natural pyroclastic samples 419
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration 419
Effects of partial saturation on the behaviour of a compacted silt 419
Deformation induced by wetting: a simple model 418
Influenza della curva di ritenzione del ghiaccio sul criosollevamento 416
Modelling of imbibition process in an embankment scale model 410
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt 407
Descrizione della morfologia dei grani tramite l'analisi frattale 407
Mechanical behaviour of an artificial material with crushable grains 405
Coupled processes during rainfall: an experimental investigation on a silty sand 403
Hydromechanical behavior of an embankment during inundation 402
Progressive emergence of double porosity in a silt during compaction 401
Macchina di prova per caratterizzare un terreno artificialmente congelato 397
Breakage of an artificial crushable material under loading 392
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study 392
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils 392
Triaxial tests on frozen ground: formulation and modelling 386
Evaluation of the capacitance-based low cost soil moisture sensor Decagon 10HS: implications for soil moisture monitoring and related hydrological applications 385
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions 384
Experimental study on the cementation level in an artificial rock with crushable grains 384
Linking micro grainsize polydispersity to macro porosity 384
Geomechanical properties and modelling of ruedlingen landslide 381
Mountain Risks: two case histories of landslides induced by artificial rainfall on steep slopes 379
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign 367
Stress-path effects on the grading of an artificial material with crushable grains 365
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 362
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 359
Infiltration-induced Slope Instability: A multi-scale approach 357
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials 351
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils 351
Modelling landslides induced by rainfall: a coupled approach 347
Discussion:estimating hydraulic conductivity from piezocone soundings 338
Unsaturated hydraulic conductivity of a silty sand with the instantaneous profile method 334
Experimental observation on a laterally loaded pile in unsaturated silty soil 314
Frantumabilità di materiali granulari artificiali 313
Studio del comportamento di rilevati stradali durante processi di imbibizione 305
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression 272
Multi-scale morphological descriptors from the fractal analysis of particle contour 254
Grain morphology and strength-dilatancy of sands 237
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment 147
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900) 138
Le nuove sponde del Tevere a Roma: storia della costruzione e il crollo dei muraglioni agli Anguillara (1878-1900) = On the Tiber waterfront in Rome: history of the construction and the collapse of the Anguillara retaining walls (1878-1900) 130
Multiphase soil mechanics for landscape protection: from testing to modelling 116
The construction and the collapse of the Tiber retaining walls in Rome, Italy (1870-1900) 116
Geotechnical analysis on the effects of Tiber river hydraulic regime in the city centre of Rome within the Project Tiber’S 109
Water Retention Curve-Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project 105
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils 94
Microstructure of crushable expanded clay aggregates 86
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution 85
Multi-scale Study of Grain Crushing in Granular Soils 85
Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear 85
A fractal analysis method to characterise rock joint morphology 79
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability 75
Reanalysis of some in situ compaction test results 73
Symbolic algebra integration of soil elastoplastic models 71
Packing density of bi-disperse mixtures under one-dimensional compression 68
Freezing-thawing response of sand-kaolin mixtures in oedometric conditions 68
Numerical study on the effects of groundwater table oscillation beneath the "Palazzaccio" courthouse in Rome 62
null 56
A poromechanical framework to model soil fabric evolution and its effect on material hydromechanical response 53
Multi-scale morphological descriptors from the fractal analysis of particle contour 47
Fundamentals of the hydromechanical behavior of multiphase granular materials 47
Hydro-mechanical analysis of embankments stability in partially saturated soils under rainfall events 39
Modeling gravity-driven segregation in porous media by a phase field approach to unsaturated poromechanics 39
Microstructural insight into the effect of fine content on frost heave in clayey sand mixtures 35
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome 35
Influence of fine content on the behavior of sandy soils undergoing artificial freezing in triaxial conditions 32
An insight into the stability of unsaturated embankments with different suction profiles 32
The PROMISE project: an integrated approach for mitigation of flowslide risk: preliminary results from the Salerno Test Site 31
Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus 30
Implementation and validation of a hydro-mechanical model based on the Clay and Sand Model extended to unsaturated conditions 29
Numerical modelling of the response of an unsaturated silty soil under wetting and gravitational loading processes 28
Numerical study of laterally loaded pile in unsaturated soils 27
Totale 30.822
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Categoria #
all - tutte 70.252
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 70.252
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022952 52 135 53 28 28 69 53 47 99 57 107 224
2022/20231.351 144 114 43 162 99 256 128 113 142 45 64 41
2023/2024918 67 46 44 37 92 103 207 88 35 33 67 99
2024/20252.581 110 477 276 117 37 241 193 209 161 518 168 74
2025/20264.407 296 120 414 226 372 141 686 556 535 437 248 376
2026/2027126 126 0 0 0 0 0 0 0 0 0 0 0
Totale 30.877