IRIS
CASINI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 22.043
AS - Asia 3.623
EU - Europa 3.496
SA - Sud America 488
AF - Africa 109
OC - Oceania 104
Continente sconosciuto - Info sul continente non disponibili 3
Totale 29.866
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Nazione #
US - Stati Uniti d'America 21.897
IT - Italia 1.316
SG - Singapore 1.210
CN - Cina 924
HK - Hong Kong 439
BR - Brasile 380
RU - Federazione Russa 314
UA - Ucraina 303
FR - Francia 281
DE - Germania 256
VN - Vietnam 245
GB - Regno Unito 233
IE - Irlanda 213
JP - Giappone 148
IN - India 130
CH - Svizzera 119
CA - Canada 104
KR - Corea 103
NL - Olanda 97
AU - Australia 96
FI - Finlandia 86
ID - Indonesia 85
IR - Iran 53
SE - Svezia 41
PL - Polonia 38
ZA - Sudafrica 38
ES - Italia 37
TR - Turchia 33
BD - Bangladesh 32
AR - Argentina 31
BE - Belgio 31
PH - Filippine 31
AT - Austria 30
TW - Taiwan 26
DZ - Algeria 23
MY - Malesia 23
MX - Messico 22
CO - Colombia 20
IQ - Iraq 20
NP - Nepal 19
PT - Portogallo 19
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 10
CZ - Repubblica Ceca 10
ET - Etiopia 8
GR - Grecia 8
KZ - Kazakistan 8
PE - Perù 8
RO - Romania 8
NZ - Nuova Zelanda 7
AZ - Azerbaigian 6
CR - Costa Rica 6
MA - Marocco 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
UY - Uruguay 4
BY - Bielorussia 3
GT - Guatemala 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
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
GA - Gabon 1
HU - Ungheria 1
JM - Giamaica 1
Totale 29.855
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Città #
Woodbridge 6.222
Wilmington 5.532
Houston 4.671
Singapore 698
Rome 499
Fairfield 492
San Jose 368
Ashburn 358
Beijing 355
Hong Kong 344
Seattle 313
Chandler 299
Ann Arbor 294
Jacksonville 256
Dublin 197
Cambridge 192
Council Bluffs 178
Medford 156
Los Angeles 116
Tokyo 112
Santa Clara 105
Chicago 95
Hangzhou 89
The Dalles 86
New York 85
Lawrence 73
Buffalo 71
Redwood City 69
Dearborn 66
Ho Chi Minh City 66
Milan 65
Lauterbourg 61
Jakarta 59
Zhengzhou 50
Zurich 48
Dong Ket 45
Hanoi 45
Salt Lake City 42
Dallas 41
Menlo Park 40
Shanghai 39
Boardman 37
Moscow 36
Phoenix 35
Mountain View 34
Naples 34
San Diego 33
São Paulo 33
Melbourne 30
London 28
Atlanta 27
Johannesburg 27
Nanjing 27
Orem 26
Colorado Springs 24
Durham 24
Ottawa 24
Redondo Beach 23
Bern 22
Tampa 22
Turin 21
Chennai 19
University Park 19
Elk Grove Village 18
Vienna 18
Lisbon 17
Paris 17
Sydney 17
Central 16
Helsinki 16
Palermo 16
Taipei 16
Brussels 15
Kraków 15
Rio de Janeiro 15
Toronto 15
Verona 15
Alutgama 14
Amsterdam 14
Falls Church 14
Montreal 14
Hyderabad 13
New Delhi 13
Norwalk 13
Belo Horizonte 12
Columbus 12
Dulles 12
Guangzhou 12
Manchester 12
North Bergen 12
Nuremberg 12
Washington 12
Barcelona 11
Frankfurt am Main 11
Tappahannock 11
Warsaw 11
Wuhan 11
Bangkok 10
Brasília 10
Central District 10
Totale 24.099
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Nome #
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland 1.032
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution 785
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions 688
Shear strength of an unsaturated silty sand 594
Lesson learnt from field tests in some potentially unstable slopes in switzerland 574
Landslide triggering experiment in a steep forested slope in Switzerland 569
Benchmark of constituive models for unsaturated soils 568
Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures 568
Artificial ground freezing: from applications and case studies to fundamental research 503
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 492
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding 489
Comparison between the in situ and laboratory water retention curves for a silty sand 464
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 461
Compressibility of undisturbed silt loam soil – measurements and simulations 458
Corrigendum: deformation induced by wetting: a simple model 453
Coupled phenomena induced by freezing in a granular material 441
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions 439
Consequences on water retention properties of double-porosity features in a compacted silt 431
Hydro-mechanical response of collapsible soils under different infiltration events 430
Weibull distribution to describe grading evolution of materials with crushable grains 430
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method 427
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil 424
Contour fractal analysis of grains 423
The effects of hydraulic properties of bedrock on the stability of slopes 422
Coupled phenomena induced by freezing and thawing in a granular material 419
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration 415
Effects of partial saturation on the behaviour of a compacted silt 413
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 413
Freezing-thawing tests on natural pyroclastic samples 410
Modelling of imbibition process in an embankment scale model 408
Influenza della curva di ritenzione del ghiaccio sul criosollevamento 408
Deformation induced by wetting: a simple model 407
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements 403
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt 401
Progressive emergence of double porosity in a silt during compaction 400
Descrizione della morfologia dei grani tramite l'analisi frattale 400
Hydromechanical behavior of an embankment during inundation 399
Coupled processes during rainfall: an experimental investigation on a silty sand 398
Mechanical behaviour of an artificial material with crushable grains 397
Macchina di prova per caratterizzare un terreno artificialmente congelato 393
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils 388
Breakage of an artificial crushable material under loading 387
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study 383
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions 380
Evaluation of the capacitance-based low cost soil moisture sensor Decagon 10HS: implications for soil moisture monitoring and related hydrological applications 379
Experimental study on the cementation level in an artificial rock with crushable grains 379
Linking micro grainsize polydispersity to macro porosity 379
Triaxial tests on frozen ground: formulation and modelling 375
Geomechanical properties and modelling of ruedlingen landslide 374
Mountain Risks: two case histories of landslides induced by artificial rainfall on steep slopes 368
Stress-path effects on the grading of an artificial material with crushable grains 360
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 358
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 355
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign 354
Infiltration-induced Slope Instability: A multi-scale approach 352
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials 349
Modelling landslides induced by rainfall: a coupled approach 346
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils 341
Discussion:estimating hydraulic conductivity from piezocone soundings 333
Unsaturated hydraulic conductivity of a silty sand with the instantaneous profile method 333
Frantumabilità di materiali granulari artificiali 310
Experimental observation on a laterally loaded pile in unsaturated silty soil 306
Studio del comportamento di rilevati stradali durante processi di imbibizione 300
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression 270
Multi-scale morphological descriptors from the fractal analysis of particle contour 251
Grain morphology and strength-dilatancy of sands 236
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment 135
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900) 129
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) 119
Multiphase soil mechanics for landscape protection: from testing to modelling 114
The construction and the collapse of the Tiber retaining walls in Rome, Italy (1870-1900) 109
Geotechnical analysis on the effects of Tiber river hydraulic regime in the city centre of Rome within the Project Tiber’S 102
Water Retention Curve-Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project 100
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils 92
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution 84
Multi-scale Study of Grain Crushing in Granular Soils 83
Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear 78
A fractal analysis method to characterise rock joint morphology 77
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability 72
Symbolic algebra integration of soil elastoplastic models 68
Reanalysis of some in situ compaction test results 67
Microstructure of crushable expanded clay aggregates 63
Packing density of bi-disperse mixtures under one-dimensional compression 62
Freezing-thawing response of sand-kaolin mixtures in oedometric conditions 60
Numerical study on the effects of groundwater table oscillation beneath the "Palazzaccio" courthouse in Rome 59
null 56
A poromechanical framework to model soil fabric evolution and its effect on material hydromechanical response 49
Fundamentals of the hydromechanical behavior of multiphase granular materials 44
Multi-scale morphological descriptors from the fractal analysis of particle contour 40
Modeling gravity-driven segregation in porous media by a phase field approach to unsaturated poromechanics 35
Hydroa-mechanical analysis of embankments stability in partially saturated soils under rainfall events 33
The PROMISE project: an integrated approach for mitigation of flowslide risk: preliminary results from the Salerno Test Site 28
An insight into the stability of unsaturated embankments with different suction profiles 27
Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus 27
Numerical study of laterally loaded pile in unsaturated soils 26
Numerical modelling of the response of an unsaturated silty soil under wetting and gravitational loading processes 26
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome 26
Physical modelling of piles under lateral loading in unsaturated soils 24
Grading curve relations for saturated hydraulic conductivity of granular materials 24
Microstructural insight into the effect of fine content on frost heave in clayey sand mixtures 23
Totale 30.156
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Categoria #
all - tutte 66.620
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 66.620
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021250 0 0 0 0 0 0 0 0 0 0 160 90
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
2025/20263.856 296 120 414 226 372 141 686 556 535 437 73 0
Totale 30.200