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 18.338
EU - Europa 11.899
AS - Asia 8.434
SA - Sud America 1.295
AF - Africa 408
Continente sconosciuto - Info sul continente non disponibili 292
OC - Oceania 73
Totale 40.739
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Nazione #
US - Stati Uniti d'America 17.828
IT - Italia 3.608
RU - Federazione Russa 3.600
SG - Singapore 2.998
CN - Cina 1.994
VN - Vietnam 1.215
BR - Brasile 1.046
DE - Germania 857
FR - Francia 583
UA - Ucraina 568
GB - Regno Unito 518
FI - Finlandia 409
KR - Corea 407
SE - Svezia 385
CA - Canada 352
JP - Giappone 342
NL - Olanda 321
HK - Hong Kong 290
ES - Italia 256
AT - Austria 220
IN - India 211
IE - Irlanda 200
MA - Marocco 193
JO - Giordania 151
MY - Malesia 114
IR - Iran 91
BD - Bangladesh 87
PL - Polonia 81
AR - Argentina 78
CI - Costa d'Avorio 73
TW - Taiwan 71
BE - Belgio 67
MX - Messico 67
ID - Indonesia 65
TR - Turchia 63
CH - Svizzera 61
AU - Australia 57
IQ - Iraq 54
PK - Pakistan 54
CO - Colombia 48
PH - Filippine 36
ZA - Sudafrica 35
CL - Cile 32
SA - Arabia Saudita 27
UZ - Uzbekistan 26
RO - Romania 23
EC - Ecuador 21
AE - Emirati Arabi Uniti 20
DZ - Algeria 20
JM - Giamaica 20
VE - Venezuela 20
GR - Grecia 19
EG - Egitto 18
KE - Kenya 18
CZ - Repubblica Ceca 16
KZ - Kazakistan 16
IL - Israele 15
CR - Costa Rica 14
LT - Lituania 14
NZ - Nuova Zelanda 14
PT - Portogallo 14
BO - Bolivia 13
TH - Thailandia 13
AZ - Azerbaigian 12
DK - Danimarca 12
EU - Europa 11
LV - Lettonia 11
PY - Paraguay 11
UY - Uruguay 11
HN - Honduras 10
NP - Nepal 10
PE - Perù 10
TT - Trinidad e Tobago 10
HU - Ungheria 9
LK - Sri Lanka 9
MU - Mauritius 9
NO - Norvegia 9
DO - Repubblica Dominicana 8
TN - Tunisia 8
BJ - Benin 6
ET - Etiopia 6
GT - Guatemala 6
AO - Angola 5
HR - Croazia 5
OM - Oman 5
PA - Panama 5
EE - Estonia 4
GY - Guiana 4
LA - Repubblica Popolare Democratica del Laos 4
LB - Libano 4
MK - Macedonia 4
MO - Macao, regione amministrativa speciale della Cina 4
RS - Serbia 4
BG - Bulgaria 3
CY - Cipro 3
GH - Ghana 3
KG - Kirghizistan 3
PS - Palestinian Territory 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
Totale 40.394
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Città #
Ashburn 2.255
Singapore 1.807
San Jose 1.771
Chandler 1.439
Fairfield 1.001
Milan 806
Santa Clara 789
Woodbridge 781
Wilmington 651
Council Bluffs 608
Houston 591
Ann Arbor 568
Moscow 500
Seattle 459
Beijing 412
The Dalles 393
Seoul 378
Cambridge 376
Hefei 337
Jacksonville 315
Boardman 302
Dallas 294
Los Angeles 265
Rome 264
Hanoi 263
Tokyo 260
Ho Chi Minh City 259
Dearborn 241
Lauterbourg 233
Vienna 212
Lawrence 207
Málaga 202
Dublin 194
Helsinki 189
Ottawa 173
Hong Kong 172
Medford 172
North Charleston 172
Amman 151
London 145
Dong Ket 138
Frankfurt am Main 129
New York 128
Grafing 121
Munich 120
Casablanca 115
Phoenix 111
Kuala Lumpur 104
Buffalo 91
Redwood City 91
Orem 84
Piscataway 82
Des Moines 77
São Paulo 77
Amsterdam 72
Abidjan 70
Chicago 70
Shanghai 70
Bologna 68
Kenitra 68
San Diego 68
Hangzhou 65
Naples 63
Las Vegas 61
Atlanta 60
Columbus 60
Brussels 57
Guangzhou 55
Turin 51
Da Nang 49
Erlangen 49
Florence 48
Taipei 47
Montreal 46
Kent 45
Denver 44
Warsaw 43
Nanjing 41
Figino 40
Chennai 38
Stockholm 38
Princeton 37
Toronto 37
Rio de Janeiro 36
Haiphong 34
Miami 34
Jakarta 32
Brooklyn 31
Turku 31
Bari 28
Delft 28
Palermo 28
Central 27
Chengdu 27
Porto Alegre 27
Norwalk 23
Salt Lake City 23
Boston 22
Mexico City 22
San Francisco 22
Totale 24.110
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 493
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 362
Linee guida per la progettazione di gallerie paramassi 327
DEM assessment of impact forces of dry granular masses on rigid barriers 303
A New Design Method for Rockfall Shelters Covered by Granular Layers 288
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 274
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 271
Displacement-based design procedure for slope-stabilizing piles 270
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 266
A mixed Isotropic-kinematic hardening constitutive law for sand 264
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 248
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 246
Experimental tests on shallow foundations of onshore wind turbine towers 246
Macro-element concept and its application in geotechnical engineering, The 242
Mechanical interpretation of dry granular masses impacting on rigid obstacles 240
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 238
A New Design for Stabilizing Ground Slopes 236
The MoRe Guidelines for Monitoring of Transport Infrastructures 235
A macroelement framework for shallow foundations including changes in configuration 234
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 232
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 231
Saturated granular flows: constitutive modelling under steady simple shear conditions 231
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 230
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 225
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 222
A simplified numerical approach for studying the pile-landslide interaction in hard soils 221
A visco-elasto-plastic model for granular materials under simple shear conditions 220
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 217
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 217
A constitutive model for cyclically loaded shallow foundations 211
A mathematical model of grouted sand allowing for strength degradation 210
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 207
Strain accumulation in dense sands due to shear stress cycles 205
A multi-phase/multi-regime modelling approach for saturated granular media 204
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 204
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 201
Model-based interpretation of undrained creep instability in loose sands 201
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 201
Progressive failure in elastic-viscoplastic media: from theory to practice 200
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 199
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 199
Dynamic mechanical response of inclined dry granular sand strata 198
Impact of dry granular masses on rigid barriers 197
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 197
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 196
A rheological model for the description of boulder impacts on granular strata 196
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 195
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 195
Modeling geogrid reinforced embankments for rock fall protection 194
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 193
Assessment of excavation-related hazards and design of mitigation measures 192
Landslide motion forecasting by dynamic visco-plastic model 191
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 190
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 189
Constitutive relations for steady, dense granular flows 189
Analysis of soil-structure interaction of towers under cyclic loading 186
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 186
Fabric evolution of granular materials: a numerical approach 184
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 184
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 184
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 184
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 183
Cyclic and dynamic mechanical response of shallow foundations on granular deposits 183
Stability problems related to static liquefaction of loose sand 183
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 183
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 183
A redefinition of the second-order work for unsaturated soils 182
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 182
Experimental and numerical study of rock-fall impacts on granular soils 182
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 181
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 181
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 181
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 181
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes 181
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 180
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 180
A multi-mechanism constitutive model for plastic adaption under cyclic loading 180
Saturation-induce failure: mechanics of a class of unstable processes. 179
Fluid-solid transition in unsteady shearing flows 178
From solid to granular gases: the steady state for granular materials 177
Landslide motion forecasting by a dynamic visco-plastic model 176
Impact of a dry granular flow against a rigid wall: MPM simulations with a new constitutive approach 175
Modelling phase transition in granular materials: From discontinuum to continuum 175
Wind Tower FRC Foundations: Research and Design 175
Analysis of soil-foundation interaction of tower structures under cyclic loading 174
A constitutive Model for Soil reinforced by Continuus threads 174
A New Strategy for Mitigating Pipeline Uplift in Liquefied Soils 173
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 173
Micromechanical investigation of grouting in soils 173
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 172
A displacement based approach for reinforced tunnel faces under undrained conditions 172
A stability criterion for elasto-viscoplastic constitutive relationships 171
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 171
Numerical analysis of the mechanical interaction among adjacent foundations: towards a simplified design approach 170
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 170
Colonne in sabbia geo-rinforzate: prove sperimentali in piccola scala ed analisi numeriche 170
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling 170
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 170
1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS 170
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 169
Totale 20.674
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Categoria #
all - tutte 110.384
article - articoli 51.921
book - libri 952
conference - conferenze 45.348
curatela - curatele 865
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 11.298
Totale 220.768
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.814 0 0 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
2025/202617.616 3.023 2.644 808 1.337 888 963 3.040 843 881 1.432 557 1.200
2026/20271.250 351 411 488 0 0 0 0 0 0 0 0 0
Totale 40.739