NOVA, ROBERTO
 Distribuzione geografica
Continente #
NA - Nord America 7.014
EU - Europa 4.308
AS - Asia 3.030
SA - Sud America 566
AF - Africa 123
OC - Oceania 52
Continente sconosciuto - Info sul continente non disponibili 8
Totale 15.101
Nazione #
US - Stati Uniti d'America 6.844
RU - Federazione Russa 1.386
SG - Singapore 1.159
CN - Cina 881
IT - Italia 639
UA - Ucraina 500
BR - Brasile 477
DE - Germania 408
VN - Vietnam 367
SE - Svezia 286
GB - Regno Unito 251
FR - Francia 196
FI - Finlandia 181
NL - Olanda 163
CA - Canada 145
KR - Corea 129
JP - Giappone 115
IE - Irlanda 112
IN - India 88
ES - Italia 68
HK - Hong Kong 58
AU - Australia 50
MA - Marocco 39
CI - Costa d'Avorio 37
BD - Bangladesh 27
TR - Turchia 27
IR - Iran 23
BE - Belgio 22
AR - Argentina 21
GR - Grecia 21
IQ - Iraq 20
JO - Giordania 19
PE - Perù 19
TW - Taiwan 19
ID - Indonesia 15
MX - Messico 15
CL - Cile 13
AT - Austria 12
EC - Ecuador 12
PK - Pakistan 12
PL - Polonia 12
ZA - Sudafrica 12
DZ - Algeria 11
KE - Kenya 11
CH - Svizzera 10
PH - Filippine 10
SA - Arabia Saudita 9
TH - Thailandia 9
CO - Colombia 8
EU - Europa 8
LT - Lituania 8
UZ - Uzbekistan 8
EG - Egitto 7
RO - Romania 7
MY - Malesia 6
VE - Venezuela 6
IL - Israele 5
KZ - Kazakistan 5
PT - Portogallo 5
PY - Paraguay 5
AE - Emirati Arabi Uniti 4
CZ - Repubblica Ceca 4
DO - Repubblica Dominicana 4
NP - Nepal 4
DK - Danimarca 3
LV - Lettonia 3
SN - Senegal 3
UY - Uruguay 3
AZ - Azerbaigian 2
BG - Bulgaria 2
BO - Bolivia 2
CR - Costa Rica 2
EE - Estonia 2
JM - Giamaica 2
NI - Nicaragua 2
NO - Norvegia 2
NZ - Nuova Zelanda 2
AM - Armenia 1
BA - Bosnia-Erzegovina 1
BH - Bahrain 1
BY - Bielorussia 1
CG - Congo 1
KG - Kirghizistan 1
KH - Cambogia 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
ML - Mali 1
OM - Oman 1
PS - Palestinian Territory 1
QA - Qatar 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
Totale 15.101
Città #
Singapore 683
Chandler 629
Ashburn 583
San Jose 538
Fairfield 495
Wilmington 350
Woodbridge 350
Santa Clara 333
Ann Arbor 328
Jacksonville 282
Houston 241
Seattle 217
Hefei 201
Beijing 194
Cambridge 185
Moscow 185
Dearborn 162
North Charleston 141
Council Bluffs 138
The Dalles 132
Boardman 118
Lawrence 117
Seoul 115
Medford 114
Dublin 109
Ottawa 107
Lauterbourg 100
Milan 89
Dallas 82
Los Angeles 80
Dong Ket 73
Ho Chi Minh City 66
Helsinki 65
Tokyo 62
Grafing 49
São Paulo 48
London 46
Málaga 45
Hanoi 43
Redwood City 40
Rome 40
Buffalo 38
Des Moines 38
Abidjan 37
New York 34
Orem 31
Amsterdam 30
Casablanca 29
Las Vegas 29
Frankfurt am Main 27
San Diego 27
Shanghai 26
Amman 19
Bristol 19
Chicago 18
Brisbane 17
Brussels 17
Denver 17
Hong Kong 17
Norwalk 17
Rio de Janeiro 17
Stockholm 17
Verona 16
Belo Horizonte 15
Nantes 15
Atlanta 14
Guangzhou 14
Lima 14
Munich 13
Chennai 12
Santiago 12
Turin 12
Taipei 11
Thessaloniki 11
Berkeley 10
Caserta 10
Chengdu 10
Vienna 10
Baghdad 9
Bari 9
Brasília 9
Central 9
Changsha 9
Da Nang 9
Auburn Hills 8
Bologna 8
Evanston 8
Kent 8
Mumbai 8
Nairobi 8
Nanjing 8
Seongnam 8
Sydney 8
Toronto 8
Warsaw 8
Wuhan 8
Ankara 7
Betzdorf 7
Brooklyn 7
Dhaka 7
Totale 8.873
Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 486
A mixed Isotropic-kinematic hardening constitutive law for sand 252
Macro-element concept and its application in geotechnical engineering, The 233
The weathering of the foundation of the Tholos of Asklepios at Epidaurus: experiments and modelling 218
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 214
A mathematical model of grouted sand allowing for strength degradation 202
A constitutive model for cyclically loaded shallow foundations 193
A constitutive model for mechanical and thermal loading of bonded geomaterials based on the concept of plasticity with extended hardening 185
Analysis of soil-structure interaction of towers under cyclic loading 177
Abandoned mine remediation measures by chamber filling with granular materials 177
A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials 176
Stability problems related to static liquefaction of loose sand 174
An attempt to predict the failure time of abandoned mine pillars 174
Analysis of instability conditions for normally consolidated soils 172
An instructive chemo-mechanical model for bonded geomaterials 171
An investigation on instability loci in partially saturated soils 171
Analysis of soil-foundation interaction of tower structures under cyclic loading 170
Coupling transport of chemical species and damage of bonded geomaterials 168
A constitutive Model for Soil reinforced by Continuus threads 167
An elastoplastic strainhardening model for soil allowing for hydraulic bonding-debonding effects 167
Micro-macro relationships from DEM simulated element and in-situ tests 164
The failure concept in soil mechanics revisited 163
Modelling the subsidence induced by degradation of abandoned mines 161
Compaction bands in oedometric tests on cemented granular soils 160
Cedimenti di fondazioni superficiali indotti dalla degradazione chimica del substrato roccioso 158
Implicit integration of constitutive equations in computational plasticity 158
Saturation induced instability on bonded geomaterials 154
Loss of controllability in unsaturated soils 154
Modelling instabilities in triaxial testing on unsaturated soil specimens 154
A Model for landslide-pipe interaction analysis 151
Compaction bands in high porosity soft rocks 150
Loss of controllability in partially saturated soils 149
Elasto-plastic numerical analyses of pipelines subject to soil movement 148
Modeling of soil behaviour: from micro-mechanical analysis to macroscopic description 147
Compaction bands and oedometric testing in cemented soils 147
An elasto-plastic model for soft geomaterials 145
Modelling weathering effects on the mechanical behaviour of granite 143
Development of elastoplastic strain hardening models of soil behaviour 142
Modelling the onset of instability in oedometric tests on unsaturated bonded soils 142
Analisi e progetto di paratie in prossimità di costruzioni esistenti 141
Constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, A 141
Oedometric tests on artificially weathered carbonatic soft rocks 138
Theoretical investigation of the undrained stability of shallow submerged slopes 137
Experimental and numerical analysis of soil-pipe interaction 137
Shallow footings under cyclic loading: experimental behaviour and consitutive modelling 136
On the modelling of the degradation of improved soil arches around shallow tunnels in non-cohesive soils 135
An attempt to model compaction instabilities of stabilized residues 134
Weathering of soft rocks: continuum and discrete approaches 133
Interazione condotta interrata - pendio in frana: indagine sperimentale e modellazione 132
Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rules 131
Elastoplastic model for cemented soils 130
Bande di compattazione in rocce tenere ad elevata porosità: evidenze sperimentali e modellazione costitutiva 129
Weathering induced subsidence of a circular foundation 128
On modeling rock slope retreat by the discrete element method 128
Sinfonietta classica": a strain-hardening model for soils and soft rocks 127
Numerical analysis of the life-time of an abandoned gypsum mine 127
Controllability of geotechnical testing 127
Caratterizzazione meccanica di gessi ed anidriti soggetti a fenomeni degradativi 124
Modelling weathering effects on the mechanical behaviour of soft rocks 122
Dissesti indotti dall'alterazione di rocce evaporitiche 121
Stress dilatancy of sand at small stress ratio states 120
Safety Assessment of Debris-flow Protection Works By DEM 119
Analysis of the stability of slopes 118
Evaluation and remediation of abandoned gypsum mine 118
Geotechnical analysis of seismic vulnerability of monuments and historical sites 117
Calibration of micromechanical parameters to reproduce a frictional cohesive continuum by the Distinct Element Method 117
Failure concept in soil mechanics revisited, The 117
Analisi delle condizioni statiche della miniera di Santa Brigida e degli effetti dell'intervento previsti per il risanamento 116
Fondaments de la mécanique des sols 114
Numerical simulation of rock block impacts on rigid sheds 114
Micromechanical approach to slope stability analysis 114
Modelling weathering effects on the mechanical behaviour of natural building stones 113
Micromechanical analysis of a Schneebeli material specimen 112
A simple elastoplastic model for soils and rocks 112
Effect of induced anisotropy on the behaviour of sands and their modelling via strainhardening Plasticity 111
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 111
DEM analysis of bonded granular geomaterials 110
Slope failure and the loss of controllability of the incremental response of a soil specimen subject to an arbitrary loading programme 110
Fondamenti di meccanica delle terre 110
Prediction of foundation settlements on collapsible soils 109
An analysis of chamber filling effects on the remediation of flooded gypsum mines 109
Mechanical effects of chemical degradation of bonded geomaterials in boundary value problems 108
Controlabilité des essais géotechniques et ses relations avec l’instabilité des sols 107
On the optimal profile of a slope 105
Etude éxpérimentale et analyse théorique de l'anisotropie induite du sable d'Hostun 105
Numerical simulation of model tests of pier-shallow foundation systems subjected to earthquake loads using an elasto-uplift-plastic macro element 104
Sand specimen undrained mechanical response to instantaneous load increments 104
Some open questions in modelling the mechanical behaviour of soils 103
The role of non-normality in Soil Mechanics and some of its mathematical consequences 103
Modelling of a tunnel excavation in a non-cohesive soil improved with cement mix injections 103
On the measurement of the tensile strength of soft rocks 102
Treatment of geotechnical ultimate limit states by the theory of plasticity 101
On the value of the second order work in homogeneous tests on loose sand specimens 100
Analysis of soil-foundation interaction of tower structures under cyclic loading 100
Experimental and numerical assessment of Osterberg load tests on large board piles in sand 98
Modelling of pipeline-landslide interaction 98
Stress dilatancy of sand at small stress ratio states 98
Evolution of compaction bands in high porosity soft rock 95
Modellazione degli effetti meccanici della degradazione chimica di rocce tenere 91
Soft rocks: behaviour and modelling 88
Totale 13.999
Categoria #
all - tutte 38.390
article - articoli 11.713
book - libri 575
conference - conferenze 17.759
curatela - curatele 590
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 7.753
Totale 76.780


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021439 0 0 0 0 0 0 0 0 0 198 68 173
2021/20221.021 44 86 18 75 143 40 53 47 74 87 98 256
2022/20231.216 175 106 82 141 120 148 12 81 194 61 67 29
2023/2024640 50 119 22 50 64 117 32 41 13 46 15 71
2024/20251.962 29 98 62 46 331 199 85 177 274 88 239 334
2025/20265.359 1.067 1.080 340 473 279 322 816 263 242 477 0 0
Totale 15.193