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

DI PRISCO, CLAUDIO GIULIO MARIO
 Distribuzione geografica
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Continente #
NA - Nord America 13.200
EU - Europa 10.271
AS - Asia 5.496
SA - Sud America 1.138
AF - Africa 302
OC - Oceania 64
Continente sconosciuto - Info sul continente non disponibili 13
Totale 30.484
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Nazione #
US - Stati Uniti d'America 12.857
RU - Federazione Russa 3.593
IT - Italia 2.522
SG - Singapore 2.310
CN - Cina 1.585
BR - Brasile 954
DE - Germania 810
UA - Ucraina 562
VN - Vietnam 480
GB - Regno Unito 467
SE - Svezia 375
FI - Finlandia 371
FR - Francia 316
NL - Olanda 303
CA - Canada 269
ES - Italia 240
AT - Austria 204
IE - Irlanda 192
HK - Hong Kong 159
JO - Giordania 147
IN - India 138
MA - Marocco 121
JP - Giappone 100
IR - Iran 88
KR - Corea 85
CI - Costa d'Avorio 71
PL - Polonia 65
BE - Belgio 63
AR - Argentina 59
CH - Svizzera 59
ID - Indonesia 49
AU - Australia 48
TR - Turchia 48
MX - Messico 44
PK - Pakistan 43
CO - Colombia 38
TW - Taiwan 35
IQ - Iraq 32
BD - Bangladesh 31
ZA - Sudafrica 25
SA - Arabia Saudita 22
CL - Cile 21
UZ - Uzbekistan 21
RO - Romania 17
AE - Emirati Arabi Uniti 16
DZ - Algeria 15
EG - Egitto 15
GR - Grecia 15
CZ - Repubblica Ceca 14
IL - Israele 14
NZ - Nuova Zelanda 14
EC - Ecuador 13
KE - Kenya 13
VE - Venezuela 13
PT - Portogallo 12
DK - Danimarca 11
EU - Europa 11
MY - Malesia 11
PH - Filippine 11
UY - Uruguay 11
AZ - Azerbaigian 10
KZ - Kazakistan 10
LT - Lituania 10
BO - Bolivia 9
LK - Sri Lanka 9
PY - Paraguay 9
LV - Lettonia 8
DO - Repubblica Dominicana 7
MU - Mauritius 7
PE - Perù 7
BJ - Benin 6
HU - Ungheria 6
NO - Norvegia 6
NP - Nepal 6
TN - Tunisia 6
ET - Etiopia 5
TT - Trinidad e Tobago 5
AO - Angola 4
EE - Estonia 4
GY - Guiana 4
LA - Repubblica Popolare Democratica del Laos 4
MK - Macedonia 4
MO - Macao, regione amministrativa speciale della Cina 4
OM - Oman 4
PA - Panama 4
TH - Thailandia 4
BG - Bulgaria 3
CR - Costa Rica 3
CY - Cipro 3
GH - Ghana 3
JM - Giamaica 3
KG - Kirghizistan 3
LB - Libano 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
AF - Afghanistan, Repubblica islamica di 2
GT - Guatemala 2
HR - Croazia 2
MD - Moldavia 2
MT - Malta 2
Totale 30.447
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Città #
Ashburn 1.606
Chandler 1.439
Singapore 1.424
Fairfield 1.001
Woodbridge 780
Santa Clara 711
Wilmington 646
Houston 578
Ann Arbor 568
Moscow 499
Seattle 455
Milan 434
Beijing 383
Cambridge 376
Hefei 331
Jacksonville 311
Boardman 276
Council Bluffs 273
Dearborn 241
Lawrence 204
Málaga 202
Vienna 197
Dublin 187
Los Angeles 181
Medford 172
Ottawa 172
Dallas 151
Helsinki 151
Rome 149
Amman 147
Dong Ket 138
London 134
Grafing 121
Munich 120
Casablanca 115
Redwood City 91
Frankfurt am Main 90
New York 84
Piscataway 81
Buffalo 79
Hong Kong 73
Des Moines 71
Abidjan 68
San Diego 68
São Paulo 67
Amsterdam 66
Seoul 65
Ho Chi Minh City 60
Hangzhou 58
Columbus 57
Brussels 55
Shanghai 50
Erlangen 49
Hanoi 48
The Dalles 46
Chicago 45
Kent 45
Nanjing 39
Atlanta 37
Princeton 37
Jakarta 32
Bologna 31
Turku 31
Rio de Janeiro 30
Stockholm 29
Central 27
Denver 27
Warsaw 27
Delft 26
Montreal 26
Florence 25
Guangzhou 25
Miami 25
Tokyo 25
Porto Alegre 24
Chengdu 23
Norwalk 23
Brooklyn 22
Toronto 22
Naples 21
Padova 21
Bristol 20
Central District 20
Napoli 20
Belo Horizonte 19
Düsseldorf 19
Torino 19
Turin 19
Auburn Hills 18
Chennai 18
Phoenix 18
Sydney 18
Tianjin 18
Verona 18
Bonndorf 17
Mountain View 17
Redmond 17
Tashkent 17
Salvador 16
Taipei 16
Totale 17.288
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 465
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 323
Linee guida per la progettazione di gallerie paramassi 291
DEM assessment of impact forces of dry granular masses on rigid barriers 256
A New Design Method for Rockfall Shelters Covered by Granular Layers 238
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 229
A mixed Isotropic-kinematic hardening constitutive law for sand 217
Macro-element concept and its application in geotechnical engineering, The 215
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 203
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 199
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 195
Mechanical interpretation of dry granular masses impacting on rigid obstacles 192
Saturated granular flows: constitutive modelling under steady simple shear conditions 191
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 190
A New Design for Stabilizing Ground Slopes 186
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 185
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 185
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 185
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 181
A visco-elasto-plastic model for granular materials under simple shear conditions 181
A macroelement framework for shallow foundations including changes in configuration 179
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 179
A mathematical model of grouted sand allowing for strength degradation 171
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 170
Strain accumulation in dense sands due to shear stress cycles 167
A constitutive model for cyclically loaded shallow foundations 167
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 167
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 166
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 166
Constitutive relations for steady, dense granular flows 166
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 166
Experimental tests on shallow foundations of onshore wind turbine towers 165
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 163
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 162
Modeling geogrid reinforced embankments for rock fall protection 161
A rheological model for the description of boulder impacts on granular strata 161
Analysis of soil-structure interaction of towers under cyclic loading 160
A simplified numerical approach for studying the pile-landslide interaction in hard soils 160
Progressive failure in elastic-viscoplastic media: from theory to practice 159
Dynamic mechanical response of inclined dry granular sand strata 158
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 158
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 157
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 157
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 157
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 156
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 156
Stability problems related to static liquefaction of loose sand 154
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 154
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 154
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 153
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 153
The MoRe Guidelines for Monitoring of Transport Infrastructures 153
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 152
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 152
Fabric evolution of granular materials: a numerical approach 152
Landslide motion forecasting by dynamic visco-plastic model 152
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 152
Experimental and numerical study of rock-fall impacts on granular soils 151
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 150
Saturation-induce failure: mechanics of a class of unstable processes. 148
Landslide motion forecasting by a dynamic visco-plastic model 147
Displacement-based design procedure for slope-stabilizing piles 147
Analysis of soil-foundation interaction of tower structures under cyclic loading 146
Model-based interpretation of undrained creep instability in loose sands 146
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 145
Fluid-solid transition in unsteady shearing flows 144
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 143
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 143
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 143
From solid to granular gases: the steady state for granular materials 143
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 142
A redefinition of the second-order work for unsaturated soils 142
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 142
Cyclic and dynamic mechanical response of shallow foundations on granular deposits 141
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 141
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 140
Modelling phase transition in granular materials: From discontinuum to continuum 140
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 140
A constitutive Model for Soil reinforced by Continuus threads 138
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 138
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 137
Seismic response of rigid shallow footings 137
A multi-phase/multi-regime modelling approach for saturated granular media 136
Micromechanical investigation of grouting in soils 136
Influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils 136
1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS 136
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 135
A stability criterion for elasto-viscoplastic constitutive relationships 135
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 135
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 134
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 134
Assessment of excavation-related hazards and design of mitigation measures 133
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 133
Numerical and theoretical analysis of compaction banding in highly porous cemented materials 133
A multi-mechanism constitutive model for plastic adaption under cyclic loading 132
Impact of dry granular masses on rigid barriers 132
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 132
A displacement based approach for reinforced tunnel faces under undrained conditions 131
Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides 130
Static liquefaction of a saturated loose sand stratum 130
Totale 16.419
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Categoria #
all - tutte 87.110
article - articoli 41.472
book - libri 746
conference - conferenze 35.038
curatela - curatele 652
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 9.202
Totale 174.220
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.696 0 0 0 0 0 204 236 213 179 319 160 385
2021/20222.114 91 209 78 155 218 110 104 127 158 162 221 481
2022/20233.182 337 337 170 365 300 342 75 249 493 275 183 56
2023/20241.707 95 252 140 137 189 171 93 219 27 121 59 204
2024/20255.252 97 144 148 116 817 548 249 523 831 255 747 777
2025/20268.888 3.023 2.644 808 1.337 888 188 0 0 0 0 0 0
Totale 30.761