RE.PUBLIC@POLIMI pubblicazioni di ricerca del Politecnico di Milano

NOVA, ROBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 5.916
EU - Europa 4.094
AS - Asia 2.273
SA - Sud America 554
AF - Africa 108
OC - Oceania 51
Continente sconosciuto - Info sul continente non disponibili 8
Totale 13.004
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Nazione #
US - Stati Uniti d'America 5.755
RU - Federazione Russa 1.386
SG - Singapore 926
CN - Cina 739
IT - Italia 614
UA - Ucraina 499
BR - Brasile 470
DE - Germania 398
SE - Svezia 280
GB - Regno Unito 235
VN - Vietnam 216
NL - Olanda 160
FI - Finlandia 155
CA - Canada 140
IE - Irlanda 111
FR - Francia 84
IN - India 71
ES - Italia 62
JP - Giappone 57
HK - Hong Kong 53
AU - Australia 49
CI - Costa d'Avorio 37
MA - Marocco 33
KR - Corea 26
TR - Turchia 26
IR - Iran 23
BE - Belgio 22
GR - Grecia 21
BD - Bangladesh 20
JO - Giordania 19
PE - Perù 19
AR - Argentina 18
IQ - Iraq 15
ID - Indonesia 14
MX - Messico 13
CL - Cile 12
EC - Ecuador 12
TW - Taiwan 12
AT - Austria 10
CH - Svizzera 10
DZ - Algeria 10
KE - Kenya 10
PK - Pakistan 10
PL - Polonia 10
ZA - Sudafrica 9
CO - Colombia 8
EU - Europa 8
SA - Arabia Saudita 8
RO - Romania 7
UZ - Uzbekistan 7
EG - Egitto 6
MY - Malesia 6
VE - Venezuela 6
IL - Israele 5
LT - Lituania 5
PT - Portogallo 5
PY - Paraguay 5
AE - Emirati Arabi Uniti 4
CZ - Repubblica Ceca 4
DO - Repubblica Dominicana 4
KZ - Kazakistan 4
DK - Danimarca 3
LV - Lettonia 3
UY - Uruguay 3
EE - Estonia 2
NI - Nicaragua 2
NO - Norvegia 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PH - Filippine 2
AM - Armenia 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BG - Bulgaria 1
BH - Bahrain 1
BO - Bolivia 1
BY - Bielorussia 1
CG - Congo 1
CR - Costa Rica 1
JM - Giamaica 1
KG - Kirghizistan 1
KH - Cambogia 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
PS - Palestinian Territory 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SN - Senegal 1
TH - Thailandia 1
TN - Tunisia 1
Totale 13.004
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Città #
Chandler 629
Singapore 579
Ashburn 514
Fairfield 495
Woodbridge 350
Wilmington 349
Ann Arbor 328
Santa Clara 326
Jacksonville 281
Houston 240
Seattle 215
Hefei 201
Beijing 190
Cambridge 185
Moscow 185
Dearborn 162
Council Bluffs 129
Boardman 118
Lawrence 117
Medford 114
Dublin 108
Ottawa 107
Milan 84
Dong Ket 73
Los Angeles 63
Grafing 49
São Paulo 46
Málaga 45
London 44
Redwood City 40
Helsinki 39
Rome 39
Abidjan 37
Buffalo 37
Dallas 37
Casablanca 29
Amsterdam 28
Des Moines 28
San Diego 27
New York 26
Ho Chi Minh City 23
Shanghai 21
Frankfurt am Main 20
Amman 19
Bristol 19
Hanoi 18
Brisbane 17
Brussels 17
Chicago 17
Norwalk 17
Rio de Janeiro 17
Hong Kong 16
Seoul 16
Verona 16
Belo Horizonte 15
Denver 15
Nantes 15
The Dalles 15
Lima 14
Munich 13
Turin 12
Santiago 11
Stockholm 11
Thessaloniki 11
Atlanta 10
Berkeley 10
Caserta 10
Guangzhou 10
Brasília 9
Central 9
Chengdu 9
Auburn Hills 8
Evanston 8
Kent 8
Nanjing 8
Seongnam 8
Sydney 8
Vienna 8
Baghdad 7
Bari 7
Betzdorf 7
Changsha 7
Istanbul 7
Nairobi 7
Santhià 7
Taipei 7
Tehran 7
Toronto 7
Ankara 6
Barcelona 6
Bergamo 6
Bochum 6
Dhaka 6
Hangzhou 6
Jakarta 6
Jinan 6
Lausanne 6
Naples 6
Napoli 6
Northvale 6
Totale 7.343
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 465
A mixed Isotropic-kinematic hardening constitutive law for sand 217
Macro-element concept and its application in geotechnical engineering, The 215
The weathering of the foundation of the Tholos of Asklepios at Epidaurus: experiments and modelling 189
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 185
A mathematical model of grouted sand allowing for strength degradation 171
A constitutive model for cyclically loaded shallow foundations 167
A constitutive model for mechanical and thermal loading of bonded geomaterials based on the concept of plasticity with extended hardening 163
Analysis of soil-structure interaction of towers under cyclic loading 160
Stability problems related to static liquefaction of loose sand 154
An instructive chemo-mechanical model for bonded geomaterials 152
Analysis of instability conditions for normally consolidated soils 152
Coupling transport of chemical species and damage of bonded geomaterials 152
Abandoned mine remediation measures by chamber filling with granular materials 151
An attempt to predict the failure time of abandoned mine pillars 149
An elastoplastic strainhardening model for soil allowing for hydraulic bonding-debonding effects 149
An investigation on instability loci in partially saturated soils 147
Micro-macro relationships from DEM simulated element and in-situ tests 146
The failure concept in soil mechanics revisited 146
Analysis of soil-foundation interaction of tower structures under cyclic loading 146
A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials 144
Modelling the subsidence induced by degradation of abandoned mines 143
Cedimenti di fondazioni superficiali indotti dalla degradazione chimica del substrato roccioso 140
Implicit integration of constitutive equations in computational plasticity 140
Saturation induced instability on bonded geomaterials 139
Modelling instabilities in triaxial testing on unsaturated soil specimens 139
A constitutive Model for Soil reinforced by Continuus threads 138
Loss of controllability in unsaturated soils 136
Compaction bands in oedometric tests on cemented granular soils 135
Loss of controllability in partially saturated soils 132
Modelling weathering effects on the mechanical behaviour of granite 130
Compaction bands in high porosity soft rocks 130
Compaction bands and oedometric testing in cemented soils 128
An elasto-plastic model for soft geomaterials 127
Elasto-plastic numerical analyses of pipelines subject to soil movement 126
Constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, A 124
Modeling of soil behaviour: from micro-mechanical analysis to macroscopic description 123
Development of elastoplastic strain hardening models of soil behaviour 123
Analisi e progetto di paratie in prossimità di costruzioni esistenti 123
Oedometric tests on artificially weathered carbonatic soft rocks 123
On the modelling of the degradation of improved soil arches around shallow tunnels in non-cohesive soils 122
A Model for landslide-pipe interaction analysis 122
Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rules 120
Modelling the onset of instability in oedometric tests on unsaturated bonded soils 120
Shallow footings under cyclic loading: experimental behaviour and consitutive modelling 119
Experimental and numerical analysis of soil-pipe interaction 119
Weathering induced subsidence of a circular foundation 116
An attempt to model compaction instabilities of stabilized residues 116
Weathering of soft rocks: continuum and discrete approaches 116
Theoretical investigation of the undrained stability of shallow submerged slopes 116
Interazione condotta interrata - pendio in frana: indagine sperimentale e modellazione 115
Elastoplastic model for cemented soils 113
On modeling rock slope retreat by the discrete element method 112
Sinfonietta classica": a strain-hardening model for soils and soft rocks 109
Controllability of geotechnical testing 109
Bande di compattazione in rocce tenere ad elevata porosità: evidenze sperimentali e modellazione costitutiva 108
Modelling weathering effects on the mechanical behaviour of soft rocks 107
Numerical analysis of the life-time of an abandoned gypsum mine 107
Analysis of the stability of slopes 105
Stress dilatancy of sand at small stress ratio states 104
Safety Assessment of Debris-flow Protection Works By DEM 104
Caratterizzazione meccanica di gessi ed anidriti soggetti a fenomeni degradativi 102
Failure concept in soil mechanics revisited, The 101
Evaluation and remediation of abandoned gypsum mine 101
Micromechanical approach to slope stability analysis 101
Dissesti indotti dall'alterazione di rocce evaporitiche 100
Micromechanical analysis of a Schneebeli material specimen 99
Geotechnical analysis of seismic vulnerability of monuments and historical sites 98
DEM analysis of bonded granular geomaterials 97
Numerical simulation of rock block impacts on rigid sheds 96
Mechanical effects of chemical degradation of bonded geomaterials in boundary value problems 96
Calibration of micromechanical parameters to reproduce a frictional cohesive continuum by the Distinct Element Method 95
Modelling of a tunnel excavation in a non-cohesive soil improved with cement mix injections 95
Analisi delle condizioni statiche della miniera di Santa Brigida e degli effetti dell'intervento previsti per il risanamento 95
Prediction of foundation settlements on collapsible soils 94
Fondaments de la mécanique des sols 93
Effect of induced anisotropy on the behaviour of sands and their modelling via strainhardening Plasticity 93
Numerical simulation of model tests of pier-shallow foundation systems subjected to earthquake loads using an elasto-uplift-plastic macro element 93
Modelling weathering effects on the mechanical behaviour of natural building stones 92
Etude éxpérimentale et analyse théorique de l'anisotropie induite du sable d'Hostun 92
A simple elastoplastic model for soils and rocks 91
On the optimal profile of a slope 90
Treatment of geotechnical ultimate limit states by the theory of plasticity 90
Slope failure and the loss of controllability of the incremental response of a soil specimen subject to an arbitrary loading programme 90
An analysis of chamber filling effects on the remediation of flooded gypsum mines 90
Controlabilité des essais géotechniques et ses relations avec l’instabilité des sols 89
On the measurement of the tensile strength of soft rocks 89
Fondamenti di meccanica delle terre 89
Some open questions in modelling the mechanical behaviour of soils 88
Sand specimen undrained mechanical response to instantaneous load increments 88
Stress dilatancy of sand at small stress ratio states 87
The role of non-normality in Soil Mechanics and some of its mathematical consequences 85
Soil-pipeline interaction along unstable slopes: an uncoupled/coupled 3D approach – Part 1: Theoretical formulation 85
Evolution of compaction bands in high porosity soft rock 83
Modelling of pipeline-landslide interaction 82
Experimental and numerical assessment of Osterberg load tests on large board piles in sand 81
Analysis of soil-foundation interaction of tower structures under cyclic loading 81
Modellazione degli effetti meccanici della degradazione chimica di rocce tenere 77
Soft rocks: behaviour and modelling 75
On the value of the second order work in homogeneous tests on loose sand specimens 74
Totale 12.135
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Categoria #
all - tutte 34.711
article - articoli 10.577
book - libri 500
conference - conferenze 16.072
curatela - curatele 529
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 7.033
Totale 69.422
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021828 0 0 0 0 0 73 120 119 77 198 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
2025/20263.262 1.067 1.080 340 473 279 23 0 0 0 0 0 0
Totale 13.096