DI PRISCO, CLAUDIO GIULIO MARIO
 Distribuzione geografica
Continente #
NA - Nord America 17.620
EU - Europa 11.831
AS - Asia 8.389
SA - Sud America 1.278
AF - Africa 408
Continente sconosciuto - Info sul continente non disponibili 292
OC - Oceania 72
Totale 39.890
Nazione #
US - Stati Uniti d'America 17.142
RU - Federazione Russa 3.600
IT - Italia 3.553
SG - Singapore 2.991
CN - Cina 1.991
VN - Vietnam 1.213
BR - Brasile 1.037
DE - Germania 856
FR - Francia 583
UA - Ucraina 568
GB - Regno Unito 514
FI - Finlandia 409
KR - Corea 406
SE - Svezia 384
JP - Giappone 342
CA - Canada 339
NL - Olanda 319
HK - Hong Kong 288
ES - Italia 256
AT - Austria 219
IN - India 207
IE - Irlanda 200
MA - Marocco 193
JO - Giordania 151
MY - Malesia 113
IR - Iran 89
PL - Polonia 81
BD - Bangladesh 80
AR - Argentina 77
CI - Costa d'Avorio 73
TW - Taiwan 71
MX - Messico 66
BE - Belgio 65
ID - Indonesia 62
CH - Svizzera 61
TR - Turchia 60
AU - Australia 56
IQ - Iraq 54
PK - Pakistan 53
CO - Colombia 44
ZA - Sudafrica 35
PH - Filippine 33
CL - Cile 32
SA - Arabia Saudita 26
UZ - Uzbekistan 26
RO - Romania 23
DZ - Algeria 20
VE - Venezuela 20
AE - Emirati Arabi Uniti 19
GR - Grecia 19
EC - Ecuador 18
EG - Egitto 18
JM - Giamaica 18
KE - Kenya 18
CZ - Repubblica Ceca 16
IL - Israele 15
KZ - Kazakistan 14
LT - Lituania 14
NZ - Nuova Zelanda 14
PT - Portogallo 14
BO - Bolivia 13
AZ - Azerbaigian 12
DK - Danimarca 12
TH - Thailandia 12
EU - Europa 11
LV - Lettonia 11
PY - Paraguay 11
UY - Uruguay 11
NP - Nepal 10
PE - Perù 10
CR - Costa Rica 9
LK - Sri Lanka 9
MU - Mauritius 9
NO - Norvegia 9
DO - Repubblica Dominicana 8
HU - Ungheria 8
TN - Tunisia 8
HN - Honduras 7
TT - Trinidad e Tobago 7
BJ - Benin 6
ET - Etiopia 6
AO - Angola 5
HR - Croazia 5
OM - Oman 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
PA - Panama 4
RS - Serbia 4
BG - Bulgaria 3
CY - Cipro 3
GH - Ghana 3
GT - Guatemala 3
KG - Kirghizistan 3
PS - Palestinian Territory 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
Totale 39.548
Città #
Ashburn 2.193
Singapore 1.804
San Jose 1.655
Chandler 1.439
Fairfield 1.001
Milan 792
Woodbridge 781
Santa Clara 770
Wilmington 649
Houston 591
Ann Arbor 568
Moscow 500
Seattle 459
Council Bluffs 437
Beijing 410
The Dalles 390
Seoul 377
Cambridge 376
Hefei 337
Jacksonville 314
Boardman 302
Dallas 283
Hanoi 262
Tokyo 260
Ho Chi Minh City 258
Rome 257
Los Angeles 255
Dearborn 241
Lauterbourg 233
Vienna 211
Lawrence 207
Málaga 202
Dublin 194
Helsinki 189
Medford 172
North Charleston 172
Ottawa 172
Hong Kong 170
Amman 151
London 144
Dong Ket 138
Frankfurt am Main 129
Grafing 121
New York 121
Munich 120
Casablanca 115
Kuala Lumpur 104
Redwood City 91
Buffalo 90
Orem 83
Piscataway 82
Des Moines 77
São Paulo 77
Amsterdam 72
Abidjan 70
Shanghai 70
Kenitra 68
San Diego 68
Bologna 66
Hangzhou 65
Las Vegas 61
Naples 61
Chicago 59
Atlanta 58
Columbus 58
Brussels 57
Guangzhou 55
Da Nang 49
Erlangen 49
Turin 49
Florence 48
Taipei 47
Kent 45
Denver 44
Montreal 44
Warsaw 43
Nanjing 41
Chennai 38
Stockholm 38
Figino 37
Princeton 37
Rio de Janeiro 36
Toronto 35
Haiphong 34
Phoenix 34
Jakarta 32
Miami 32
Brooklyn 31
Turku 31
Delft 28
Central 27
Chengdu 27
Porto Alegre 27
Palermo 26
Bari 25
Norwalk 23
Boston 22
Mexico City 22
Salt Lake City 22
Tashkent 22
Totale 23.559
Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 489
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 361
Linee guida per la progettazione di gallerie paramassi 325
DEM assessment of impact forces of dry granular masses on rigid barriers 300
A New Design Method for Rockfall Shelters Covered by Granular Layers 285
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 272
Displacement-based design procedure for slope-stabilizing piles 266
A mixed Isotropic-kinematic hardening constitutive law for sand 262
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 261
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 244
Experimental tests on shallow foundations of onshore wind turbine towers 244
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 240
Macro-element concept and its application in geotechnical engineering, The 238
Mechanical interpretation of dry granular masses impacting on rigid obstacles 236
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 236
A macroelement framework for shallow foundations including changes in configuration 234
The MoRe Guidelines for Monitoring of Transport Infrastructures 231
A New Design for Stabilizing Ground Slopes 230
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 230
Saturated granular flows: constitutive modelling under steady simple shear conditions 230
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 227
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 225
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 223
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 221
A visco-elasto-plastic model for granular materials under simple shear conditions 218
A simplified numerical approach for studying the pile-landslide interaction in hard soils 216
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 214
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 214
A mathematical model of grouted sand allowing for strength degradation 207
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 206
A constitutive model for cyclically loaded shallow foundations 204
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 204
A multi-phase/multi-regime modelling approach for saturated granular media 202
Strain accumulation in dense sands due to shear stress cycles 202
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 201
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 199
Progressive failure in elastic-viscoplastic media: from theory to practice 199
Model-based interpretation of undrained creep instability in loose sands 198
Dynamic mechanical response of inclined dry granular sand strata 197
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 197
Impact of dry granular masses on rigid barriers 195
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 195
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 194
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 194
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 194
A rheological model for the description of boulder impacts on granular strata 193
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 193
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 192
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 191
Modeling geogrid reinforced embankments for rock fall protection 190
Assessment of excavation-related hazards and design of mitigation measures 189
Landslide motion forecasting by dynamic visco-plastic model 189
Constitutive relations for steady, dense granular flows 186
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 185
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 185
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 184
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 183
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 183
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 183
Analysis of soil-structure interaction of towers under cyclic loading 182
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 182
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 181
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 181
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 180
Fabric evolution of granular materials: a numerical approach 179
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes 179
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 178
A redefinition of the second-order work for unsaturated soils 178
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 178
Experimental and numerical study of rock-fall impacts on granular soils 178
Cyclic and dynamic mechanical response of shallow foundations on granular deposits 177
Stability problems related to static liquefaction of loose sand 177
A multi-mechanism constitutive model for plastic adaption under cyclic loading 177
Saturation-induce failure: mechanics of a class of unstable processes. 176
Fluid-solid transition in unsteady shearing flows 176
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 175
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 175
From solid to granular gases: the steady state for granular materials 175
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 175
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 174
Landslide motion forecasting by a dynamic visco-plastic model 174
Modelling phase transition in granular materials: From discontinuum to continuum 174
Analysis of soil-foundation interaction of tower structures under cyclic loading 172
Impact of a dry granular flow against a rigid wall: MPM simulations with a new constitutive approach 171
A New Strategy for Mitigating Pipeline Uplift in Liquefied Soils 171
Micromechanical investigation of grouting in soils 171
Wind Tower FRC Foundations: Research and Design 171
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 170
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 170
A stability criterion for elasto-viscoplastic constitutive relationships 170
A constitutive Model for Soil reinforced by Continuus threads 168
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling 168
A displacement based approach for reinforced tunnel faces under undrained conditions 168
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness 168
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 167
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 167
A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media 167
Numerical analysis of the mechanical interaction among adjacent foundations: towards a simplified design approach 166
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 166
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 166
Totale 20.304
Categoria #
all - tutte 107.496
article - articoli 50.679
book - libri 926
conference - conferenze 44.033
curatela - curatele 834
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 11.024
Totale 214.992


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.023 0 209 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
2025/202617.616 3.023 2.644 808 1.337 888 963 3.040 843 881 1.432 557 1.200
2026/2027401 351 50 0 0 0 0 0 0 0 0 0 0
Totale 39.890