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 9.642
EU - Europa 5.002
AS - Asia 1.328
SA - Sud America 71
OC - Oceania 56
AF - Africa 39
Continente sconosciuto - Info sul continente non disponibili 13
Totale 16.151
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Nazione #
US - Stati Uniti d'America 9.411
IT - Italia 1.925
UA - Ucraina 552
DE - Germania 488
CN - Cina 379
SE - Svezia 351
GB - Regno Unito 304
VN - Vietnam 301
FI - Finlandia 277
ES - Italia 229
CA - Canada 221
AT - Austria 192
FR - Francia 184
IE - Irlanda 180
JO - Giordania 143
NL - Olanda 113
SG - Singapore 92
IN - India 76
HK - Hong Kong 72
IR - Iran 70
JP - Giappone 69
BE - Belgio 60
AU - Australia 43
CH - Svizzera 41
CO - Colombia 26
BR - Brasile 25
TR - Turchia 25
TW - Taiwan 21
PL - Polonia 19
PK - Pakistan 18
RO - Romania 16
RU - Federazione Russa 16
GR - Grecia 14
KR - Corea 13
NZ - Nuova Zelanda 13
CL - Cile 12
CI - Costa d'Avorio 11
EU - Europa 11
ID - Indonesia 11
EG - Egitto 9
MX - Messico 9
PT - Portogallo 9
IL - Israele 8
MU - Mauritius 7
DK - Danimarca 6
DZ - Algeria 6
LK - Sri Lanka 6
NO - Norvegia 6
PH - Filippine 5
AE - Emirati Arabi Uniti 4
BO - Bolivia 4
MO - Macao, regione amministrativa speciale della Cina 4
PE - Perù 4
CZ - Repubblica Ceca 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
SA - Arabia Saudita 2
SI - Slovenia 2
XK - ???statistics.table.value.countryCode.XK??? 2
BG - Bulgaria 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 16.151
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Città #
Chandler 1.449
Fairfield 1.015
Woodbridge 790
Wilmington 654
Ashburn 641
Ann Arbor 581
Houston 572
Seattle 454
Cambridge 377
Jacksonville 312
Milan 290
Dearborn 241
Lawrence 205
Málaga 204
Vienna 192
Dublin 177
Medford 171
Ottawa 171
Amman 143
Beijing 143
Dong Ket 140
Grafing 121
Rome 119
Helsinki 99
Redwood City 91
Des Moines 72
San Diego 67
Brussels 53
Columbus 46
Amsterdam 45
London 38
Princeton 38
Nanjing 34
Boardman 33
New York 33
Hangzhou 29
Central 27
Miami 24
Shanghai 24
Norwalk 23
Florence 21
Bristol 20
Central District 20
Napoli 20
Auburn Hills 19
Torino 19
Chengdu 18
Bonndorf 17
Mountain View 17
Redmond 17
Sydney 17
Padova 16
Taipei 15
Falls Church 14
Appiano Gentile 13
Toronto 13
Garbana 12
Hefei 12
Lugano 12
Monza 12
Phoenix 12
Santiago 12
Verona 12
Abidjan 11
Ankara 11
Bari 11
Caserta 11
Denver 11
Los Angeles 11
Medellín 11
Montreal 11
Old Bridge 11
Perugia 11
Dalmine 10
Delft 10
Hanoi 10
Kanpur 10
Pavia 10
Salerno 10
San Donato Milanese 10
Zhengzhou 10
Duncan 9
Evanston 9
Turin 9
Washington 9
Auckland 8
Bologna 8
Guangzhou 8
Gunzenhausen 8
Lahore 8
Palermo 8
Wuhan 8
Ancona 7
Barcelona 7
Berlin 7
Catania 7
Como 7
Genova 7
Hong Kong 7
Indiana 7
Totale 10.636
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Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 390
Linee guida per la progettazione di gallerie paramassi 212
Macro-element concept and its application in geotechnical engineering, The 166
DEM assessment of impact forces of dry granular masses on rigid barriers 163
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 160
A New Design Method for Rockfall Shelters Covered by Granular Layers 150
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 139
A mixed Isotropic-kinematic hardening constitutive law for sand 136
Analysis of soil-structure interaction of towers under cyclic loading 126
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 121
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 120
A macroelement framework for shallow foundations including changes in configuration 119
A visco-elasto-plastic model for granular materials under simple shear conditions 119
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 118
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 118
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 118
Mechanical interpretation of dry granular masses impacting on rigid obstacles 118
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 117
Discussing the definition of second-order work in unsaturated soils 114
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 114
Stability problems related to static liquefaction of loose sand 112
Displacement-based design procedure for slope-stabilizing piles 111
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 111
Strain accumulation in dense sands due to shear stress cycles 110
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 110
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 109
A mathematical model of grouted sand allowing for strength degradation 108
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 107
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 106
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 106
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 106
Landslide motion forecasting by a dynamic visco-plastic model 105
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 104
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 104
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 101
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 101
Modeling geogrid reinforced embankments for rock fall protection 100
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 99
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 98
Saturated granular flows: constitutive modelling under steady simple shear conditions 98
Progressive failure in elastic-viscoplastic media: from theory to practice 98
A New Design for Stabilizing Ground Slopes 97
A rheological model for the description of boulder impacts on granular strata 97
Landslide motion forecasting by dynamic visco-plastic model 96
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 96
Static liquefaction of a saturated loose sand stratum 95
A simplified numerical approach for studying the pile-landslide interaction in hard soils 95
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 95
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 94
Dynamic mechanical response of inclined dry granular sand strata 93
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 93
A constitutive model for cyclically loaded shallow foundations 92
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 92
Seismic response of rigid shallow footings 92
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 91
Modelling of the mechanical interaction between anchored wire meshes and granular soils 91
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 90
An exercise on slope stability and perfect elastoplasticity 89
Multi-level design approaches for slope-stabilizing piles 89
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 88
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 88
Fluid-solid transition in unsteady shearing flows 87
Numerical and theoretical analysis of compaction banding in highly porous cemented materials 87
Constitutive relations for steady, dense granular flows 86
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 85
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 85
From solid to granular gases: the steady state for granular materials 84
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 84
Mechanical Modelling of Drained Creep Triaxial Tests on Loose sand 83
Model-based interpretation of undrained creep instability in loose sands 83
Fabric evolution of granular materials: a numerical approach 82
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 82
A stability criterion for elasto-viscoplastic constitutive relationships 82
The MoRe Guidelines for Monitoring of Transport Infrastructures 82
A multi-mechanism constitutive model for plastic adaption under cyclic loading 81
The influence of time derivative terms on the mechanical behaviour of loose sands 80
Constitutive Equations in Plasticity 80
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 80
Saturation-induce failure: mechanics of a class of unstable processes. 80
Theoretical investigation of the undrained stability of shallow submerged slopes 79
A redefinition of the second-order work for unsaturated soils 79
Experimental and numerical analysis of soil-pipe interaction 79
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 78
UN APPROCCIO NEGLI SPOSTAMENTI PER LA PROGETTAZIONE DI PALI A SOSTEGNO DI MOVIMENTI FRANOSI 78
Soil stability and flow slides in unsaturated shallow slopes: Can saturation events trigger liquefaction processes? 78
Impact of dry granular masses on rigid barriers 78
Efficacia di barriere interrate tramite l'approccio al macro-elemento 78
Evaluation of rapid landslide impact forces against sheltering structures 78
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 77
Stability criteria for unsaturated shallow slopes 77
Discussing the definition of the second-order work for unsaturated soils 77
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 77
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 76
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 76
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 76
Analysis of soil-foundation interaction of tower structures under cyclic loading 75
A constitutive Model for Soil reinforced by Continuus threads 75
On slope instability induced by seepage erosion 75
Nonlocal numerical analyses of strain localisation in dense sand 75
Micromechanical investigation of grouting in soils 75
Totale 10.104
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Categoria #
all - tutte 43.455
article - articoli 21.661
book - libri 370
conference - conferenze 16.692
curatela - curatele 300
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 4.432
Totale 86.910
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019931 0 0 0 0 0 0 0 0 0 205 388 338
2019/20203.150 176 253 80 220 323 364 395 259 403 154 381 142
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
2023/20241.360 95 252 142 138 191 171 94 219 27 31 0 0
Totale 16.382