IRIS
CASINI, FRANCESCA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 19.822
EU - Europa 2.346
AS - Asia 1.045
AF - Africa 60
OC - Oceania 52
SA - Sud America 39
Continente sconosciuto - Info sul continente non disponibili 2
Totale 23.366
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 19.757
IT - Italia 919
CN - Cina 556
UA - Ucraina 297
IE - Irlanda 212
DE - Germania 202
FR - Francia 182
GB - Regno Unito 161
CH - Svizzera 93
KR - Corea 85
IN - India 69
FI - Finlandia 61
HK - Hong Kong 61
CA - Canada 59
AU - Australia 52
VN - Vietnam 49
JP - Giappone 46
IR - Iran 44
NL - Olanda 43
SE - Svezia 36
ES - Italia 26
SG - Singapore 23
ZA - Sudafrica 21
BE - Belgio 18
PL - Polonia 18
TW - Taiwan 18
AT - Austria 16
BR - Brasile 16
DZ - Algeria 16
LK - Sri Lanka 15
MY - Malesia 15
PT - Portogallo 15
TR - Turchia 14
ID - Indonesia 13
RU - Federazione Russa 9
CL - Cile 7
CZ - Repubblica Ceca 7
ET - Etiopia 7
RO - Romania 7
GR - Grecia 6
NO - Norvegia 6
PE - Perù 6
PH - Filippine 6
PK - Pakistan 6
CO - Colombia 5
HR - Croazia 5
BD - Bangladesh 4
BO - Bolivia 4
KE - Kenya 4
LY - Libia 4
NP - Nepal 4
TH - Thailandia 4
GT - Guatemala 3
MM - Myanmar 3
A2 - ???statistics.table.value.countryCode.A2??? 2
DK - Danimarca 2
IL - Israele 2
IQ - Iraq 2
KZ - Kazakistan 2
LV - Lettonia 2
MX - Messico 2
NG - Nigeria 2
TZ - Tanzania 2
AE - Emirati Arabi Uniti 1
AR - Argentina 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
HN - Honduras 1
HU - Ungheria 1
LA - Repubblica Popolare Democratica del Laos 1
LS - Lesotho 1
MA - Marocco 1
RS - Serbia 1
RW - Ruanda 1
UG - Uganda 1
UZ - Uzbekistan 1
Totale 23.366
Salva come PNG Salva come JPEG
Città #
Woodbridge 6.222
Wilmington 5.525
Houston 4.667
Fairfield 492
Rome 393
Seattle 313
Chandler 299
Ann Arbor 294
Jacksonville 256
Beijing 218
Ashburn 204
Dublin 197
Cambridge 186
Medford 156
Hangzhou 88
Lawrence 74
Redwood City 69
Dearborn 66
Zhengzhou 47
Dong Ket 45
New York 43
Menlo Park 40
Shanghai 35
Zurich 35
Mountain View 34
Milan 31
Phoenix 31
San Diego 31
Nanjing 26
Bern 22
Durham 20
Ottawa 20
University Park 19
Johannesburg 18
London 18
Tokyo 18
Central 16
Naples 16
Kraków 15
Alutgama 14
Falls Church 14
Lisbon 14
Taipei 14
Verona 14
Norwalk 13
Brussels 12
Melbourne 12
Vienna 12
Barcelona 11
Hyderabad 11
Palermo 11
Tappahannock 11
Turin 11
Wuhan 11
Central District 10
Lanzhou 10
New Delhi 10
Zagarolo 10
Montreal 9
Napoli 9
San Jose 9
Torino 9
Creede 8
Delft 8
Guangzhou 8
Hefei 8
Khenchela 8
La Spezia 8
Rende 8
Seoul 8
Sydney 8
Corvallis 7
Duncan 7
Eindhoven 7
Genoa 7
Kyoto 7
Los Angeles 7
Newcastle Upon Tyne 7
Chengdu 6
Kunming 6
Madison 6
Manchester 6
Nanchang 6
Redmond 6
Viterbo 6
Augsburg 5
Bochum 5
Ferrara 5
Indiana 5
Jakarta 5
Jodhpur 5
Lima 5
Mandi 5
Mülheim 5
Paris 5
Perth 5
Prague 5
Premana 5
Raleigh 5
Saint Louis 5
Totale 20.798
Salva come PNG Salva come JPEG
Nome #
Rainfall induced instabilities: a field experiment on a silty sand slope in northern Switzerland 821
Interpretation of the behaviour of compacted soils using cam-clay extended to unsaturated conditions 636
Shear strength of an unsaturated silty sand 517
Landslide triggering experiment in a steep forested slope in Switzerland 489
Grain size distribution and particle shape effects on shear strength of sand – gravel mixtures 477
Benchmark of constituive models for unsaturated soils 437
Lesson learnt from field tests in some potentially unstable slopes in switzerland 431
Artificial ground freezing of a volcanic ash: laboratory tests and modelling 418
Corrigendum: deformation induced by wetting: a simple model 403
Hydromechanical behaviour of a silty sand from a steep slope triggered by artificial rainfall: from unsaturated to saturated conditions 398
A laboratory investigation on an undisturbed silty sand from a slope prone to landsliding 396
Coupled phenomena induced by freezing in a granular material 384
The effects of hydraulic properties of bedrock on the stability of slopes 383
Hydro-mechanical response of collapsible soils under different infiltration events 382
Comparison between the in situ and laboratory water retention curves for a silty sand 371
Il congelamento artificiale dei terreni eseguito nei pressi di un palo di fondazione 371
Centrifuge modelling of the bearing capacity of a shallow foundation on a layer of collapsible soil 367
Weibull Distribution to Describe Grading Evolution of Materials with Crushable Grains 367
Compressibility of undisturbed silt loam soil – measurements and simulations 365
Coupled phenomena induced by freezing and thawing in a granular material 361
Contour fractal analysis of grains 361
Modelling of imbibition process in an embankment scale model 360
Hydromechanical behavior of an embankment during inundation 360
Modelling the interaction of the bedrock and slope in temrs of drainage and exfiltration 359
Measurement of unsaturated hydraulic conductivity with the instantaneous profile method 355
Progressive emergence of double porosity in a silt during compaction 354
Artificial ground freezing: from applications and case studies to fundamental research 353
A microstructural model on the link between change in pore size distribution and wetting induced deformation in a compacted silt 353
Coupled processes during rainfall: an experimental investigation on a silty sand 349
Mechanical characterisation of lacustrine clay by interpreting spatial variability in CPTU measurements 348
A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution 348
Some remarks on bimodality effects of the hydraulic properties on shear strength of unsaturated soils 347
Sull’evoluzione della distribuzione granulometrica di un materiale a grani frantumabili a sollecitazioni elevate 345
Deformation induced by wetting: a simple model 342
Mechanical behaviour of an artificial material with crushable grains 339
Freezing-thawing tests on natural pyroclastic samples 337
Application to a compacted soil of a Cam Clay model extended to unsaturated conditions 336
Effects of partial saturation on the behaviour of a compacted silt 336
Descrizione della morfologia dei grani tramite l'analisi frattale 336
Influenza della curva di ritenzione del ghiaccio sul criosollevamento 335
Evaluation of the capacitance-based low cost soil moisture sensor Decagon 10HS: implications for soil moisture monitoring and related hydrological applications 332
Geomechanical properties and modelling of ruedlingen landslide 329
Undrained loading and collapse of unsaturated soils during centrifuge testing. An experimental and numerical study 327
Experimental study on the cementation level in an artificial rock with crushable grains 326
Consequences on water retention properties of double-porosity features in a compacted silt 320
Macchina di prova per caratterizzare un terreno artificialmente congelato 320
Soil moisture monitoring for climate research: evaluation of a low-cost sensor in the framework of the Swiss soil moisture experiment (SwissSMEX) campaign 313
Experimental investigation of the evolution of grading of an artificial material with crushable grains under different loading conditions 310
Stress-path effects on the grading of an artificial material with crushable grains 310
Modeling rainfall infiltration through coarse and fine-grained unsaturated geomaterials 310
Linking micro grainsize polydispersity to macro porosity 309
Triaxial tests on frozen ground: formulation and modelling 302
Infiltration-induced Slope Instability: A multi-scale approach 301
Breakage mechanisms of highly porous particles in 1D compression revealed by X-ray tomography 300
Explicit formulation of at-rest coefficient and its role in calibrating elasto-plastic models for unsaturated soils 298
Modelling landslides induced by rainfall: a coupled approach 296
Discussion:estimating hydraulic conductivity from piezocone soundings 292
Unsaturated hydraulic conductivity of a silty sand with the instantaneous profile method 282
Mountain Risks: two case histories of landslides induced by artificial rainfall on steep slopes 276
Experimental observation on a laterally loaded pile in unsaturated silty soil 275
Breakage of an artificial crushable material under loading 274
Frantumabilità di materiali granulari artificiali 267
Studio del comportamento di rilevati stradali durante processi di imbibizione 261
Grading evolution of an artificial granular material from medium to high stress under one-dimensional compression 196
null 195
Grain morphology and strength-dilatancy of sands 164
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment 55
Geotechnical and historical aspects on the collapse of the Tiber embankment walls in the centre of Roma (1870–1900) 45
Multiphase soil mechanics for landscape protection: from testing to modelling 40
Multi-scale morphological descriptors from the fractal analysis of particle contour 39
The construction and the collapse of the Tiber retaining walls in Rome, Italy (1870-1900) 38
Multi-scale Study of Grain Crushing in Granular Soils 29
Some Notes on Granular Mixtures with Finite, Discrete Fractal Distribution 27
Preliminary evidences on the influence of grains micro-structural features on the TBM tools wear 22
Reanalysis of some in situ compaction test results 21
The Hydromechanical Interplay in the Simplified Three-Dimensional Limit Equilibrium Analyses of Unsaturated Slope Stability 21
Water Retention Curve-Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project 20
A Numerical Model to Study the Response of Piles under Lateral Loading in Unsaturated Soils 19
A fractal analysis method to characterise rock joint morphology 13
Multi-scale morphological descriptors from the fractal analysis of particle contour 4
null 3
Totale 23.608
Salva come PNG Salva come JPEG
Categoria #
all - tutte 41.225
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 41.225
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20191.285 0 0 0 0 0 0 0 0 0 0 708 577
2019/20206.077 612 531 448 562 518 622 510 546 509 460 336 423
2020/20213.512 398 398 349 454 307 371 427 299 158 101 160 90
2021/2022952 52 135 53 28 28 69 53 47 99 57 107 224
2022/20231.355 145 114 43 162 99 258 129 113 142 45 64 41
2023/2024759 67 46 44 37 92 103 207 88 35 33 7 0
Totale 23.608