IRIS
CASINI, FRANCESCA
 Distribuzione geografica
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Continente #
NA - Nord America 23.621
AS - Asia 3.743
EU - Europa 3.703
SA - Sud America 522
Continente sconosciuto - Info sul continente non disponibili 336
AF - Africa 113
OC - Oceania 104
Totale 32.142
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Nazione #
US - Stati Uniti d'America 23.403
IT - Italia 1.459
SG - Singapore 1.214
CN - Cina 943
HK - Hong Kong 435
BR - Brasile 393
RU - Federazione Russa 312
UA - Ucraina 304
FR - Francia 290
DE - Germania 260
VN - Vietnam 248
GB - Regno Unito 245
IE - Irlanda 211
JP - Giappone 149
CA - Canada 140
IN - India 134
CH - Svizzera 128
NL - Olanda 103
KR - Corea 102
BD - Bangladesh 98
AU - Australia 96
FI - Finlandia 87
ID - Indonesia 87
ES - Italia 54
IR - Iran 54
SE - Svezia 42
PL - Polonia 37
ZA - Sudafrica 37
AR - Argentina 36
TR - Turchia 36
PH - Filippine 34
AT - Austria 32
BE - Belgio 31
CO - Colombia 30
MY - Malesia 28
MX - Messico 27
TW - Taiwan 27
IQ - Iraq 26
DZ - Algeria 23
NP - Nepal 20
PT - Portogallo 20
CL - Cile 17
TH - Thailandia 17
EC - Ecuador 15
LK - Sri Lanka 15
PK - Pakistan 14
HR - Croazia 13
NO - Norvegia 13
AE - Emirati Arabi Uniti 11
CR - Costa Rica 11
CZ - Repubblica Ceca 11
KZ - Kazakistan 9
PE - Perù 9
ET - Etiopia 8
GR - Grecia 8
JM - Giamaica 8
RO - Romania 8
MA - Marocco 7
NG - Nigeria 7
NZ - Nuova Zelanda 7
SA - Arabia Saudita 7
TT - Trinidad e Tobago 7
VE - Venezuela 7
AZ - Azerbaigian 6
PY - Paraguay 6
UZ - Uzbekistan 6
BO - Bolivia 5
DK - Danimarca 5
EG - Egitto 5
IL - Israele 5
KE - Kenya 5
LT - Lituania 5
PR - Porto Rico 5
AL - Albania 4
GT - Guatemala 4
JO - Giordania 4
LY - Libia 4
MM - Myanmar 4
NI - Nicaragua 4
UY - Uruguay 4
BY - Bielorussia 3
DO - Repubblica Dominicana 3
HN - Honduras 3
LV - Lettonia 3
SN - Senegal 3
TN - Tunisia 3
A2 - ???statistics.table.value.countryCode.A2??? 2
AO - Angola 2
BG - Bulgaria 2
EE - Estonia 2
GE - Georgia 2
HU - Ungheria 2
KH - Cambogia 2
MD - Moldavia 2
PA - Panama 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
TZ - Tanzania 2
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
Totale 31.789
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Città #
Woodbridge 6.224
Wilmington 5.532
Houston 4.674
Singapore 698
Ashburn 675
San Jose 591
Rome 524
Fairfield 489
Beijing 359
Hong Kong 339
Seattle 315
Ann Arbor 294
Chandler 293
Council Bluffs 274
Jacksonville 256
Dublin 194
Cambridge 192
Medford 155
Santa Clara 135
Los Angeles 132
Tokyo 112
Chicago 103
The Dalles 102
New York 94
Hangzhou 91
Milan 79
Buffalo 74
Lawrence 72
Redwood City 69
Dearborn 68
Ho Chi Minh City 67
Lauterbourg 61
Jakarta 59
Zurich 52
Zhengzhou 50
Dallas 48
Hanoi 46
Naples 46
Dong Ket 45
Phoenix 43
Salt Lake City 42
Menlo Park 40
Shanghai 39
Boardman 38
Atlanta 36
São Paulo 36
Moscow 35
Mountain View 34
San Diego 31
London 30
Melbourne 30
Springfield 28
Nanjing 27
Johannesburg 26
Orem 26
Durham 25
Ottawa 25
Tampa 25
Turin 25
Colorado Springs 24
Redondo Beach 23
Bern 22
Chennai 20
Barcelona 19
Montreal 19
Palermo 19
University Park 19
Elk Grove Village 18
Lisbon 18
Toronto 18
Vienna 18
Helsinki 17
Paris 17
Sydney 17
Taipei 17
Washington 17
Central 16
Brussels 15
Kraków 15
Rio de Janeiro 15
Verona 15
Alutgama 14
Amsterdam 14
Brasília 14
Columbus 14
Hyderabad 14
Boydton 13
Falls Church 13
Miami 13
New Delhi 13
Norwalk 13
Belo Horizonte 12
Dulles 12
Guangzhou 12
Las Vegas 12
Manchester 12
North Bergen 12
Nuremberg 12
Frankfurt am Main 11
San Francisco 11
Totale 24.963
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Nome #
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland 1.074
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution 801
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions 703
Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures 636
Shear strength of an unsaturated silty sand 622
Landslide triggering experiment in a steep forested slope in Switzerland 596
Lesson learnt from field tests in some potentially unstable slopes in switzerland 593
Benchmark of constituive models for unsaturated soils 593
Artificial ground freezing: from applications and case studies to fundamental research 526
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding 515
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 509
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 491
Compressibility of undisturbed silt loam soil – measurements and simulations 483
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method 480
Comparison between the in situ and laboratory water retention curves for a silty sand 478
Corrigendum: deformation induced by wetting: a simple model 464
Consequences on water retention properties of double-porosity features in a compacted silt 460
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions 459
Weibull distribution to describe grading evolution of materials with crushable grains 456
Coupled phenomena induced by freezing in a granular material 455
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements 454
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 448
Deformation induced by wetting: a simple model 441
Hydro-mechanical response of collapsible soils under different infiltration events 439
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil 437
Effects of partial saturation on the behaviour of a compacted silt 437
Contour fractal analysis of grains 436
Coupled phenomena induced by freezing and thawing in a granular material 435
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration 435
Freezing-thawing tests on natural pyroclastic samples 431
The effects of hydraulic properties of bedrock on the stability of slopes 431
Influenza della curva di ritenzione del ghiaccio sul criosollevamento 429
Modelling of imbibition process in an embankment scale model 419
Mechanical behaviour of an artificial material with crushable grains 418
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt 418
Descrizione della morfologia dei grani tramite l'analisi frattale 417
Coupled processes during rainfall: an experimental investigation on a silty sand 413
Hydromechanical behavior of an embankment during inundation 412
Progressive emergence of double porosity in a silt during compaction 409
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study 409
Macchina di prova per caratterizzare un terreno artificialmente congelato 408
Breakage of an artificial crushable material under loading 407
Mountain Risks: two case histories of landslides induced by artificial rainfall on steep slopes 405
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils 403
Triaxial tests on frozen ground: formulation and modelling 400
Evaluation of the capacitance-based low cost soil moisture sensor Decagon 10HS: implications for soil moisture monitoring and related hydrological applications 398
Linking micro grainsize polydispersity to macro porosity 393
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions 391
Experimental study on the cementation level in an artificial rock with crushable grains 390
Geomechanical properties and modelling of ruedlingen landslide 389
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign 386
Stress-path effects on the grading of an artificial material with crushable grains 377
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 372
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 370
Infiltration-induced Slope Instability: A multi-scale approach 367
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils 363
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials 362
Modelling landslides induced by rainfall: a coupled approach 357
Discussion:estimating hydraulic conductivity from piezocone soundings 351
Unsaturated hydraulic conductivity of a silty sand with the instantaneous profile method 339
Studio del comportamento di rilevati stradali durante processi di imbibizione 324
Experimental observation on a laterally loaded pile in unsaturated silty soil 324
Frantumabilità di materiali granulari artificiali 323
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression 283
Multi-scale morphological descriptors from the fractal analysis of particle contour 265
Grain morphology and strength-dilatancy of sands 248
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900) 157
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment 156
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) 149
The construction and the collapse of the Tiber retaining walls in Rome, Italy (1870-1900) 142
Multiphase soil mechanics for landscape protection: from testing to modelling 133
Geotechnical analysis on the effects of Tiber river hydraulic regime in the city centre of Rome within the Project Tiber’S 130
Water Retention Curve-Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project 115
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils 104
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution 101
Microstructure of crushable expanded clay aggregates 95
Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear 94
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability 92
Multi-scale Study of Grain Crushing in Granular Soils 91
A fractal analysis method to characterise rock joint morphology 90
Symbolic algebra integration of soil elastoplastic models 85
Freezing-thawing response of sand-kaolin mixtures in oedometric conditions 82
Reanalysis of some in situ compaction test results 81
Packing density of bi-disperse mixtures under one-dimensional compression 78
Numerical study on the effects of groundwater table oscillation beneath the "Palazzaccio" courthouse in Rome 66
A poromechanical framework to model soil fabric evolution and its effect on material hydromechanical response 63
Fundamentals of the hydromechanical behavior of multiphase granular materials 62
Microstructural insight into the effect of fine content on frost heave in clayey sand mixtures 57
The PROMISE project: an integrated approach for mitigation of flowslide risk: preliminary results from the Salerno Test Site 54
Geotechnical characterization of an artificially frozen soil with an advanced triaxial apparatus 49
Interpretation of an artificial ground freezing field trial at Fori Imperiali in Rome 49
Hydro-mechanical analysis of embankments stability in partially saturated soils under rainfall events 47
Influence of fine content on the behavior of sandy soils undergoing artificial freezing in triaxial conditions 46
Modeling gravity-driven segregation in porous media by a phase field approach to unsaturated poromechanics 46
An insight into the stability of unsaturated embankments with different suction profiles 45
Implementation and validation of a hydro-mechanical model based on the Clay and Sand Model extended to unsaturated conditions 39
Grading curve relations for saturated hydraulic conductivity of granular materials 37
Numerical study of laterally loaded pile in unsaturated soils 36
Numerical modelling of the response of an unsaturated silty soil under wetting and gravitational loading processes 36
Physical modelling of piles under lateral loading in unsaturated soils 36
Totale 32.100
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Categoria #
all - tutte 75.269
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 75.269
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022696 0 0 0 28 28 68 53 47 92 57 102 221
2022/20231.340 143 112 43 161 97 252 127 113 142 45 64 41
2023/2024913 65 46 44 37 92 103 206 88 35 33 67 97
2024/20252.548 109 471 274 116 37 222 192 209 160 518 166 74
2025/20264.376 290 120 413 225 368 141 682 553 531 434 247 372
2026/20271.496 298 242 732 224 0 0 0 0 0 0 0 0
Totale 32.142