IRIS
CASINI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 22.803
AS - Asia 3.726
EU - Europa 3.633
SA - Sud America 495
Continente sconosciuto - Info sul continente non disponibili 336
AF - Africa 111
OC - Oceania 104
Totale 31.208
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Nazione #
US - Stati Uniti d'America 22.621
IT - Italia 1.414
SG - Singapore 1.214
CN - Cina 942
HK - Hong Kong 434
BR - Brasile 384
RU - Federazione Russa 313
UA - Ucraina 304
FR - Francia 287
DE - Germania 257
VN - Vietnam 247
GB - Regno Unito 238
IE - Irlanda 213
JP - Giappone 149
IN - India 133
CH - Svizzera 126
CA - Canada 123
KR - Corea 104
NL - Olanda 98
BD - Bangladesh 97
AU - Australia 96
FI - Finlandia 86
ID - Indonesia 85
IR - Iran 54
ES - Italia 52
SE - Svezia 41
PL - Polonia 37
ZA - Sudafrica 37
TR - Turchia 33
AR - Argentina 32
AT - Austria 31
BE - Belgio 31
PH - Filippine 31
MY - Malesia 27
TW - Taiwan 27
IQ - Iraq 26
MX - Messico 25
DZ - Algeria 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 9
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
JM - Giamaica 4
JO - Giordania 4
LY - Libia 4
PR - Porto Rico 4
TT - Trinidad e Tobago 4
UY - Uruguay 4
BY - Bielorussia 3
GT - Guatemala 3
LV - Lettonia 3
MM - Myanmar 3
NI - Nicaragua 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
HU - Ungheria 2
KH - Cambogia 2
MD - Moldavia 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
Totale 30.860
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Città #
Woodbridge 6.223
Wilmington 5.532
Houston 4.675
Singapore 700
Rome 518
Ashburn 510
San Jose 503
Fairfield 492
Beijing 358
Hong Kong 339
Seattle 317
Chandler 299
Ann Arbor 294
Council Bluffs 267
Jacksonville 256
Dublin 197
Cambridge 191
Medford 157
Santa Clara 127
Los Angeles 125
Tokyo 112
The Dalles 101
Chicago 100
Hangzhou 91
New York 89
Milan 75
Buffalo 74
Lawrence 73
Redwood City 69
Dearborn 68
Ho Chi Minh City 66
Lauterbourg 61
Jakarta 59
Zhengzhou 50
Zurich 50
Hanoi 46
Dallas 45
Dong Ket 45
Salt Lake City 42
Naples 41
Menlo Park 40
Phoenix 40
Shanghai 39
Boardman 38
Moscow 36
Mountain View 34
San Diego 33
São Paulo 33
London 30
Melbourne 30
Atlanta 28
Nanjing 27
Johannesburg 26
Orem 26
Colorado Springs 24
Durham 24
Ottawa 24
Springfield 24
Tampa 24
Turin 24
Redondo Beach 23
Bern 22
Chennai 20
Palermo 19
University Park 19
Barcelona 18
Elk Grove Village 18
Lisbon 18
Vienna 18
Paris 17
Sydney 17
Taipei 17
Central 16
Helsinki 16
Montreal 16
Toronto 16
Brussels 15
Kraków 15
Rio de Janeiro 15
Verona 15
Alutgama 14
Amsterdam 14
Columbus 14
Falls Church 14
Hyderabad 14
Boydton 13
New Delhi 13
Norwalk 13
Washington 13
Belo Horizonte 12
Brasília 12
Dulles 12
Guangzhou 12
Manchester 12
Miami 12
North Bergen 12
Nuremberg 12
Frankfurt am Main 11
Las Vegas 11
Tappahannock 11
Totale 24.642
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Nome #
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland 1.059
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution 794
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions 696
Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures 622
Shear strength of an unsaturated silty sand 608
Lesson learnt from field tests in some potentially unstable slopes in switzerland 584
Benchmark of constituive models for unsaturated soils 584
Landslide triggering experiment in a steep forested slope in Switzerland 576
Artificial ground freezing: from applications and case studies to fundamental research 509
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding 499
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 498
Compressibility of undisturbed silt loam soil – measurements and simulations 474
Comparison between the in situ and laboratory water retention curves for a silty sand 471
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 469
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method 461
Corrigendum: deformation induced by wetting: a simple model 455
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions 455
Consequences on water retention properties of double-porosity features in a compacted silt 448
Coupled phenomena induced by freezing in a granular material 445
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements 443
Weibull distribution to describe grading evolution of materials with crushable grains 443
Hydro-mechanical response of collapsible soils under different infiltration events 435
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 434
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil 431
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration 429
Contour fractal analysis of grains 429
Deformation induced by wetting: a simple model 428
The effects of hydraulic properties of bedrock on the stability of slopes 427
Coupled phenomena induced by freezing and thawing in a granular material 424
Effects of partial saturation on the behaviour of a compacted silt 423
Freezing-thawing tests on natural pyroclastic samples 421
Influenza della curva di ritenzione del ghiaccio sul criosollevamento 418
Mechanical behaviour of an artificial material with crushable grains 411
Modelling of imbibition process in an embankment scale model 411
Descrizione della morfologia dei grani tramite l'analisi frattale 409
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt 408
Coupled processes during rainfall: an experimental investigation on a silty sand 405
Hydromechanical behavior of an embankment during inundation 403
Progressive emergence of double porosity in a silt during compaction 401
Macchina di prova per caratterizzare un terreno artificialmente congelato 401
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study 400
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils 396
Breakage of an artificial crushable material under loading 395
Triaxial tests on frozen ground: formulation and modelling 393
Evaluation of the capacitance-based low cost soil moisture sensor Decagon 10HS: implications for soil moisture monitoring and related hydrological applications 388
Mountain Risks: two case histories of landslides induced by artificial rainfall on steep slopes 386
Experimental study on the cementation level in an artificial rock with crushable grains 386
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions 385
Linking micro grainsize polydispersity to macro porosity 385
Geomechanical properties and modelling of ruedlingen landslide 382
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign 368
Stress-path effects on the grading of an artificial material with crushable grains 366
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 363
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 362
Infiltration-induced Slope Instability: A multi-scale approach 361
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils 354
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials 352
Modelling landslides induced by rainfall: a coupled approach 350
Discussion:estimating hydraulic conductivity from piezocone soundings 343
Unsaturated hydraulic conductivity of a silty sand with the instantaneous profile method 335
Experimental observation on a laterally loaded pile in unsaturated silty soil 320
Frantumabilità di materiali granulari artificiali 316
Studio del comportamento di rilevati stradali durante processi di imbibizione 310
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression 276
Multi-scale morphological descriptors from the fractal analysis of particle contour 259
Grain morphology and strength-dilatancy of sands 244
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment 151
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900) 143
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) 136
The construction and the collapse of the Tiber retaining walls in Rome, Italy (1870-1900) 128
Multiphase soil mechanics for landscape protection: from testing to modelling 121
Geotechnical analysis on the effects of Tiber river hydraulic regime in the city centre of Rome within the Project Tiber’S 117
Water Retention Curve-Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project 108
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils 95
Microstructure of crushable expanded clay aggregates 90
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution 89
Multi-scale Study of Grain Crushing in Granular Soils 86
Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear 86
A fractal analysis method to characterise rock joint morphology 81
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability 78
Symbolic algebra integration of soil elastoplastic models 75
Reanalysis of some in situ compaction test results 74
Freezing-thawing response of sand-kaolin mixtures in oedometric conditions 73
Packing density of bi-disperse mixtures under one-dimensional compression 69
Numerical study on the effects of groundwater table oscillation beneath the "Palazzaccio" courthouse in Rome 62
Multi-scale morphological descriptors from the fractal analysis of particle contour 56
A poromechanical framework to model soil fabric evolution and its effect on material hydromechanical response 56
Fundamentals of the hydromechanical behavior of multiphase granular materials 51
Microstructural insight into the effect of fine content on frost heave in clayey sand mixtures 45
Hydro-mechanical analysis of embankments stability in partially saturated soils under rainfall events 43
Modeling gravity-driven segregation in porous media by a phase field approach to unsaturated poromechanics 42
The PROMISE project: an integrated approach for mitigation of flowslide risk: preliminary results from the Salerno Test Site 39
Influence of fine content on the behavior of sandy soils undergoing artificial freezing in triaxial conditions 37
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome 37
Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus 36
An insight into the stability of unsaturated embankments with different suction profiles 34
Numerical modelling of the response of an unsaturated silty soil under wetting and gravitational loading processes 32
Numerical study of laterally loaded pile in unsaturated soils 31
Physical modelling of piles under lateral loading in unsaturated soils 30
Implementation and validation of a hydro-mechanical model based on the Clay and Sand Model extended to unsaturated conditions 30
Totale 31.177
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Categoria #
all - tutte 72.422
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 72.422
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022900 0 135 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
2024/20252.563 110 477 276 117 37 227 192 209 160 518 166 74
2025/20264.376 290 120 413 225 368 141 682 553 531 434 247 372
2026/2027506 298 208 0 0 0 0 0 0 0 0 0 0
Totale 31.208