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 10.200
EU - Europa 5.307
AS - Asia 1.817
AF - Africa 96
SA - Sud America 75
OC - Oceania 58
Continente sconosciuto - Info sul continente non disponibili 13
Totale 17.566
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Nazione #
US - Stati Uniti d'America 9.965
IT - Italia 2.127
UA - Ucraina 552
DE - Germania 513
SG - Singapore 508
CN - Cina 415
SE - Svezia 355
GB - Regno Unito 308
VN - Vietnam 302
FI - Finlandia 283
ES - Italia 229
CA - Canada 223
FR - Francia 201
AT - Austria 193
IE - Irlanda 182
JO - Giordania 143
NL - Olanda 134
HK - Hong Kong 83
IN - India 83
IR - Iran 77
JP - Giappone 70
BE - Belgio 64
CI - Costa d'Avorio 58
CH - Svizzera 47
AU - Australia 45
BR - Brasile 28
PL - Polonia 28
CO - Colombia 26
TR - Turchia 25
TW - Taiwan 22
KR - Corea 19
PK - Pakistan 19
RO - Romania 16
RU - Federazione Russa 16
GR - Grecia 14
NZ - Nuova Zelanda 13
CL - Cile 12
ID - Indonesia 12
EU - Europa 11
EG - Egitto 9
MX - Messico 9
PT - Portogallo 9
DZ - Algeria 8
IL - Israele 8
LK - Sri Lanka 7
MU - Mauritius 7
BJ - Benin 6
DK - Danimarca 6
NO - Norvegia 6
CZ - Repubblica Ceca 5
PH - Filippine 5
AE - Emirati Arabi Uniti 4
BO - Bolivia 4
MO - Macao, regione amministrativa speciale della Cina 4
PE - Perù 4
BG - Bulgaria 3
HU - Ungheria 3
KZ - Kazakistan 3
CY - Cipro 2
ET - Etiopia 2
GH - Ghana 2
HR - Croazia 2
IQ - Iraq 2
LV - Lettonia 2
MA - Marocco 2
PA - Panama 2
SA - Arabia Saudita 2
SI - Slovenia 2
XK - ???statistics.table.value.countryCode.XK??? 2
AR - Argentina 1
CU - Cuba 1
EE - Estonia 1
LB - Libano 1
LI - Liechtenstein 1
LT - Lituania 1
MD - Moldavia 1
MK - Macedonia 1
MT - Malta 1
MY - Malesia 1
NG - Nigeria 1
RS - Serbia 1
ZA - Sudafrica 1
Totale 17.566
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Città #
Chandler 1.449
Fairfield 1.015
Woodbridge 790
Ashburn 690
Wilmington 654
Ann Arbor 581
Houston 572
Seattle 456
Cambridge 377
Milan 330
Singapore 314
Jacksonville 312
Boardman 278
Dearborn 241
Santa Clara 215
Lawrence 205
Málaga 204
Vienna 193
Dublin 179
Ottawa 172
Medford 171
Amman 143
Beijing 143
Dong Ket 140
Rome 132
Grafing 121
Helsinki 100
Redwood City 91
Des Moines 72
San Diego 67
Abidjan 58
Brussels 56
Amsterdam 52
Columbus 46
New York 44
London 38
Princeton 38
Nanjing 35
Shanghai 33
Hangzhou 31
Central 27
Florence 25
Miami 24
Norwalk 23
Delft 21
Bristol 20
Central District 20
Napoli 20
Auburn Hills 19
Los Angeles 19
Torino 19
Chengdu 18
Bonndorf 17
Mountain View 17
Redmond 17
Sydney 17
Padova 16
Taipei 16
Falls Church 14
Toronto 14
Appiano Gentile 13
Pavia 13
Perugia 13
Verona 13
Bergamo 12
Garbana 12
Hefei 12
Hong Kong 12
Lugano 12
Monza 12
Phoenix 12
Santiago 12
Ankara 11
Bari 11
Caserta 11
Denver 11
Medellín 11
Montreal 11
Old Bridge 11
Zurich 11
Dalmine 10
Guangzhou 10
Hanoi 10
Kanpur 10
Salerno 10
San Donato Milanese 10
Turin 10
Zhengzhou 10
Como 9
Duncan 9
Evanston 9
Lahore 9
Naples 9
Palermo 9
Stockholm 9
Washington 9
Ancona 8
Auckland 8
Bologna 8
Catania 8
Totale 11.641
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 414
Linee guida per la progettazione di gallerie paramassi 234
DEM assessment of impact forces of dry granular masses on rigid barriers 182
Macro-element concept and its application in geotechnical engineering, The 170
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 170
A New Design Method for Rockfall Shelters Covered by Granular Layers 163
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 152
A mixed Isotropic-kinematic hardening constitutive law for sand 142
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 132
Analysis of soil-structure interaction of towers under cyclic loading 129
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 129
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 128
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 128
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 126
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 125
A visco-elasto-plastic model for granular materials under simple shear conditions 125
A macroelement framework for shallow foundations including changes in configuration 124
Mechanical interpretation of dry granular masses impacting on rigid obstacles 123
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 121
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 120
Discussing the definition of second-order work in unsaturated soils 119
Stability problems related to static liquefaction of loose sand 118
A mathematical model of grouted sand allowing for strength degradation 117
Strain accumulation in dense sands due to shear stress cycles 115
Displacement-based design procedure for slope-stabilizing piles 115
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 115
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 115
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 114
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 112
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 112
Landslide motion forecasting by a dynamic visco-plastic model 111
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 111
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 110
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 108
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 108
Modeling geogrid reinforced embankments for rock fall protection 107
Saturated granular flows: constitutive modelling under steady simple shear conditions 106
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 106
A New Design for Stabilizing Ground Slopes 105
A rheological model for the description of boulder impacts on granular strata 105
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 105
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 103
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 103
A constitutive model for cyclically loaded shallow foundations 103
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 102
Progressive failure in elastic-viscoplastic media: from theory to practice 102
Seismic response of rigid shallow footings 101
Landslide motion forecasting by dynamic visco-plastic model 100
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 100
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 99
Dynamic mechanical response of inclined dry granular sand strata 98
A simplified numerical approach for studying the pile-landslide interaction in hard soils 98
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 98
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 98
Static liquefaction of a saturated loose sand stratum 97
The MoRe Guidelines for Monitoring of Transport Infrastructures 97
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 96
Modelling of the mechanical interaction between anchored wire meshes and granular soils 93
An exercise on slope stability and perfect elastoplasticity 92
Fluid-solid transition in unsteady shearing flows 92
Model-based interpretation of undrained creep instability in loose sands 92
Fabric evolution of granular materials: a numerical approach 91
Multi-level design approaches for slope-stabilizing piles 91
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 91
Numerical and theoretical analysis of compaction banding in highly porous cemented materials 91
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 90
Constitutive relations for steady, dense granular flows 90
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 90
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 90
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 89
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 89
From solid to granular gases: the steady state for granular materials 89
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 89
A stability criterion for elasto-viscoplastic constitutive relationships 88
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 88
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 87
A redefinition of the second-order work for unsaturated soils 87
A multi-mechanism constitutive model for plastic adaption under cyclic loading 86
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 86
Mechanical Modelling of Drained Creep Triaxial Tests on Loose sand 85
Saturation-induce failure: mechanics of a class of unstable processes. 85
UN APPROCCIO SEMPLIFICATO PER LA VALUTAZIONE DELLE STRATEGIE DI MANUTENZIONE DI INFRASTRUTTURE FERROVIARIE 85
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 84
Soil stability and flow slides in unsaturated shallow slopes: Can saturation events trigger liquefaction processes? 84
Impact of dry granular masses on rigid barriers 84
Experimental and numerical analysis of soil-pipe interaction 84
The influence of time derivative terms on the mechanical behaviour of loose sands 83
Constitutive Equations in Plasticity 83
Theoretical investigation of the undrained stability of shallow submerged slopes 83
Analysis of soil-foundation interaction of tower structures under cyclic loading 82
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 82
UN APPROCCIO NEGLI SPOSTAMENTI PER LA PROGETTAZIONE DI PALI A SOSTEGNO DI MOVIMENTI FRANOSI 82
Experimental and numerical study of rock-fall impacts on granular soils 82
A constitutive Model for Soil reinforced by Continuus threads 81
Efficacia di barriere interrate tramite l'approccio al macro-elemento 81
Elasto-plastic numerical analyses of pipelines subject to soil movement 80
Stability criteria for unsaturated shallow slopes 80
Micromechanical investigation of grouting in soils 80
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 79
Discussing the definition of the second-order work for unsaturated soils 79
Totale 10.765
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Categoria #
all - tutte 54.728
article - articoli 27.070
book - libri 469
conference - conferenze 21.206
curatela - curatele 393
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5.590
Totale 109.456
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.421 0 0 0 0 323 364 395 259 403 154 381 142
2020/20212.581 195 115 252 116 197 204 237 214 180 319 162 390
2021/20222.126 91 209 79 155 218 112 104 127 160 162 224 485
2022/20233.205 339 340 170 369 302 344 75 251 497 277 185 56
2023/20241.714 95 252 142 138 191 171 94 219 27 122 59 204
2024/20251.074 102 145 149 116 562 0 0 0 0 0 0 0
Totale 17.810