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 17.177
EU - Europa 10.994
AS - Asia 8.318
SA - Sud America 1.251
AF - Africa 408
OC - Oceania 72
Continente sconosciuto - Info sul continente non disponibili 13
Totale 38.233
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Nazione #
US - Stati Uniti d'America 16.753
RU - Federazione Russa 3.600
SG - Singapore 2.990
IT - Italia 2.738
CN - Cina 1.984
VN - Vietnam 1.165
BR - Brasile 1.026
DE - Germania 856
FR - Francia 577
UA - Ucraina 567
GB - Regno Unito 514
FI - Finlandia 409
KR - Corea 406
SE - Svezia 384
JP - Giappone 341
NL - Olanda 318
CA - Canada 313
HK - Hong Kong 286
ES - Italia 254
AT - Austria 216
IN - India 206
IE - Irlanda 200
MA - Marocco 193
JO - Giordania 151
MY - Malesia 113
IR - Iran 89
PL - Polonia 81
AR - Argentina 73
CI - Costa d'Avorio 73
BD - Bangladesh 70
TW - Taiwan 70
BE - Belgio 65
MX - Messico 65
ID - Indonesia 62
CH - Svizzera 61
TR - Turchia 60
AU - Australia 56
IQ - Iraq 54
PK - Pakistan 53
CO - Colombia 39
ZA - Sudafrica 35
PH - Filippine 33
CL - Cile 29
SA - Arabia Saudita 26
UZ - Uzbekistan 26
DZ - Algeria 20
VE - Venezuela 20
AE - Emirati Arabi Uniti 19
EG - Egitto 18
GR - Grecia 18
KE - Kenya 18
RO - Romania 18
EC - Ecuador 16
CZ - Repubblica Ceca 15
IL - Israele 15
KZ - Kazakistan 14
LT - Lituania 14
NZ - Nuova Zelanda 14
PT - Portogallo 13
AZ - Azerbaigian 12
BO - Bolivia 12
DK - Danimarca 12
TH - Thailandia 12
EU - Europa 11
LV - Lettonia 11
UY - Uruguay 11
NP - Nepal 10
PE - Perù 10
PY - Paraguay 10
LK - Sri Lanka 9
MU - Mauritius 9
NO - Norvegia 9
HU - Ungheria 8
JM - Giamaica 8
TN - Tunisia 8
DO - Repubblica Dominicana 7
TT - Trinidad e Tobago 7
BJ - Benin 6
ET - Etiopia 6
AO - Angola 5
HR - Croazia 5
OM - Oman 5
CR - Costa Rica 4
EE - Estonia 4
GY - Guiana 4
HN - Honduras 4
LA - Repubblica Popolare Democratica del Laos 4
LB - Libano 4
MK - Macedonia 4
MO - Macao, regione amministrativa speciale della Cina 4
PA - Panama 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
SN - Senegal 3
Totale 38.179
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Città #
Ashburn 2.157
Singapore 1.804
San Jose 1.643
Chandler 1.439
Fairfield 1.001
Woodbridge 780
Santa Clara 759
Wilmington 647
Houston 587
Ann Arbor 568
Milan 505
Moscow 500
Seattle 457
Council Bluffs 433
Beijing 407
The Dalles 389
Seoul 377
Cambridge 376
Hefei 337
Jacksonville 313
Boardman 302
Dallas 278
Tokyo 260
Ho Chi Minh City 256
Los Angeles 251
Dearborn 241
Hanoi 236
Lauterbourg 233
Vienna 208
Lawrence 205
Málaga 202
Dublin 194
Helsinki 189
Medford 172
North Charleston 172
Ottawa 172
Hong Kong 170
Rome 156
Amman 151
London 144
Dong Ket 138
Frankfurt am Main 129
Grafing 121
Munich 120
New York 119
Casablanca 115
Kuala Lumpur 104
Redwood City 91
Buffalo 88
Orem 82
Piscataway 82
Des Moines 77
São Paulo 77
Amsterdam 72
Abidjan 70
Shanghai 70
Kenitra 68
San Diego 68
Hangzhou 64
Las Vegas 60
Columbus 58
Brussels 57
Guangzhou 55
Chicago 54
Atlanta 53
Bologna 52
Erlangen 49
Da Nang 47
Taipei 47
Kent 45
Warsaw 43
Montreal 41
Nanjing 41
Denver 40
Chennai 38
Stockholm 38
Princeton 37
Rio de Janeiro 35
Haiphong 34
Toronto 34
Jakarta 32
Phoenix 32
Naples 31
Turku 31
Miami 30
Delft 28
Brooklyn 27
Central 27
Chengdu 27
Porto Alegre 27
Florence 25
Norwalk 23
Turin 23
Mexico City 22
Salt Lake City 22
Tashkent 22
Baghdad 21
Mumbai 21
Padova 21
Sydney 21
Totale 22.897
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 488
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 358
Linee guida per la progettazione di gallerie paramassi 320
DEM assessment of impact forces of dry granular masses on rigid barriers 295
A New Design Method for Rockfall Shelters Covered by Granular Layers 283
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 270
Displacement-based design procedure for slope-stabilizing piles 263
A mixed Isotropic-kinematic hardening constitutive law for sand 252
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 247
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 239
Experimental tests on shallow foundations of onshore wind turbine towers 236
Macro-element concept and its application in geotechnical engineering, The 235
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 232
A New Design for Stabilizing Ground Slopes 229
Saturated granular flows: constitutive modelling under steady simple shear conditions 227
Mechanical interpretation of dry granular masses impacting on rigid obstacles 226
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 226
A macroelement framework for shallow foundations including changes in configuration 225
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 224
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 223
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 220
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 215
A visco-elasto-plastic model for granular materials under simple shear conditions 215
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 211
The MoRe Guidelines for Monitoring of Transport Infrastructures 210
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 207
A simplified numerical approach for studying the pile-landslide interaction in hard soils 206
A mathematical model of grouted sand allowing for strength degradation 204
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 201
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 201
Strain accumulation in dense sands due to shear stress cycles 200
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 200
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 197
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 197
A multi-phase/multi-regime modelling approach for saturated granular media 195
Dynamic mechanical response of inclined dry granular sand strata 195
A constitutive model for cyclically loaded shallow foundations 195
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 194
Progressive failure in elastic-viscoplastic media: from theory to practice 194
A rheological model for the description of boulder impacts on granular strata 192
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 190
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 190
Impact of dry granular masses on rigid barriers 189
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 189
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 189
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 188
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 188
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 188
Modeling geogrid reinforced embankments for rock fall protection 186
Landslide motion forecasting by dynamic visco-plastic model 186
Constitutive relations for steady, dense granular flows 185
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 182
Model-based interpretation of undrained creep instability in loose sands 182
Assessment of excavation-related hazards and design of mitigation measures 181
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 181
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 180
Analysis of soil-structure interaction of towers under cyclic loading 179
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 177
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 177
Stability problems related to static liquefaction of loose sand 176
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 176
A multi-mechanism constitutive model for plastic adaption under cyclic loading 176
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 176
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 176
Experimental and numerical study of rock-fall impacts on granular soils 176
Fabric evolution of granular materials: a numerical approach 175
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 175
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 175
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes 175
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 174
A redefinition of the second-order work for unsaturated soils 174
Fluid-solid transition in unsteady shearing flows 174
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 174
Modelling phase transition in granular materials: From discontinuum to continuum 174
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 173
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 173
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 173
From solid to granular gases: the steady state for granular materials 172
Saturation-induce failure: mechanics of a class of unstable processes. 172
Analysis of soil-foundation interaction of tower structures under cyclic loading 171
Landslide motion forecasting by a dynamic visco-plastic model 170
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 169
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 169
A constitutive Model for Soil reinforced by Continuus threads 168
Cyclic and dynamic mechanical response of shallow foundations on granular deposits 166
A displacement based approach for reinforced tunnel faces under undrained conditions 166
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 164
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 164
A stability criterion for elasto-viscoplastic constitutive relationships 164
1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS 164
Wind Tower FRC Foundations: Research and Design 164
A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media 164
Micromechanical investigation of grouting in soils 163
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling 163
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 163
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 162
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 161
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 160
Progressive Failure in Viscoplastic Materials: The Case of Creeping Landslides 159
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 159
Totale 19.796
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Categoria #
all - tutte 103.425
article - articoli 48.819
book - libri 894
conference - conferenze 42.239
curatela - curatele 803
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 10.670
Totale 206.850
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021385 0 0 0 0 0 0 0 0 0 0 0 385
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
2025/202616.639 3.023 2.644 808 1.337 888 963 3.040 843 881 1.432 557 223
Totale 38.512