DI PRISCO, CLAUDIO GIULIO MARIO
 Distribuzione geografica
Continente #
NA - Nord America 16.529
EU - Europa 10.933
AS - Asia 8.175
SA - Sud America 1.251
AF - Africa 407
OC - Oceania 70
Continente sconosciuto - Info sul continente non disponibili 13
Totale 37.378
Nazione #
US - Stati Uniti d'America 16.131
RU - Federazione Russa 3.600
SG - Singapore 2.983
IT - Italia 2.688
CN - Cina 1.975
VN - Vietnam 1.165
BR - Brasile 1.026
DE - Germania 852
FR - Francia 577
UA - Ucraina 567
GB - Regno Unito 514
FI - Finlandia 409
KR - Corea 403
SE - Svezia 384
JP - Giappone 336
NL - Olanda 316
CA - Canada 298
HK - Hong Kong 280
ES - Italia 254
AT - Austria 216
IN - India 203
IE - Irlanda 199
MA - Marocco 193
JO - Giordania 151
IR - Iran 89
PL - Polonia 81
AR - Argentina 73
CI - Costa d'Avorio 73
TW - Taiwan 70
BE - Belgio 65
ID - Indonesia 62
MX - Messico 62
BD - Bangladesh 60
TR - Turchia 60
CH - Svizzera 59
AU - Australia 54
IQ - Iraq 54
PK - Pakistan 53
CO - Colombia 39
ZA - Sudafrica 35
PH - Filippine 30
CL - Cile 29
SA - Arabia Saudita 26
UZ - Uzbekistan 25
DZ - Algeria 20
VE - Venezuela 20
AE - Emirati Arabi Uniti 19
EG - Egitto 18
MY - Malesia 18
RO - Romania 18
KE - Kenya 17
EC - Ecuador 16
GR - Grecia 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
PE - Perù 10
PY - Paraguay 10
LK - Sri Lanka 9
MU - Mauritius 9
NO - Norvegia 9
NP - Nepal 9
HU - Ungheria 8
TN - Tunisia 8
DO - Repubblica Dominicana 7
BJ - Benin 6
ET - Etiopia 6
AO - Angola 5
HR - Croazia 5
JM - Giamaica 5
OM - Oman 5
TT - Trinidad e Tobago 5
CR - Costa Rica 4
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
KG - Kirghizistan 3
PS - Palestinian Territory 3
SI - Slovenia 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
AF - Afghanistan, Repubblica islamica di 2
Totale 37.325
Città #
Ashburn 2.089
Singapore 1.800
San Jose 1.499
Chandler 1.439
Fairfield 1.001
Woodbridge 780
Santa Clara 736
Wilmington 647
Houston 584
Ann Arbor 568
Moscow 500
Milan 479
Seattle 455
Beijing 405
The Dalles 389
Council Bluffs 383
Cambridge 376
Seoul 374
Hefei 337
Jacksonville 312
Boardman 276
Dallas 266
Ho Chi Minh City 256
Tokyo 256
Los Angeles 245
Dearborn 241
Hanoi 236
Lauterbourg 233
Vienna 208
Lawrence 204
Málaga 202
Dublin 194
Helsinki 189
Medford 172
North Charleston 172
Ottawa 172
Hong Kong 165
Rome 155
Amman 151
London 144
Dong Ket 138
Frankfurt am Main 126
Grafing 121
Munich 120
Casablanca 115
New York 112
Redwood City 91
Buffalo 83
Piscataway 82
Orem 80
Des Moines 77
São Paulo 77
Amsterdam 72
Abidjan 70
Shanghai 70
Kenitra 68
San Diego 68
Hangzhou 64
Las Vegas 60
Brussels 57
Columbus 57
Guangzhou 55
Atlanta 52
Chicago 52
Bologna 51
Erlangen 49
Da Nang 47
Taipei 47
Kent 45
Warsaw 43
Nanjing 41
Chennai 38
Stockholm 38
Denver 37
Princeton 37
Montreal 35
Rio de Janeiro 35
Haiphong 34
Jakarta 32
Toronto 32
Turku 31
Phoenix 30
Naples 29
Delft 28
Central 27
Chengdu 27
Miami 27
Porto Alegre 27
Brooklyn 26
Florence 25
Norwalk 23
Salt Lake City 22
Baghdad 21
Mumbai 21
Padova 21
Sydney 21
Tashkent 21
Turin 21
Wuhan 21
Belo Horizonte 20
Totale 22.387
Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 486
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 355
Linee guida per la progettazione di gallerie paramassi 320
DEM assessment of impact forces of dry granular masses on rigid barriers 291
A New Design Method for Rockfall Shelters Covered by Granular Layers 280
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 266
A mixed Isotropic-kinematic hardening constitutive law for sand 252
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 245
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 234
Macro-element concept and its application in geotechnical engineering, The 233
A New Design for Stabilizing Ground Slopes 229
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 229
Experimental tests on shallow foundations of onshore wind turbine towers 229
Saturated granular flows: constitutive modelling under steady simple shear conditions 225
A macroelement framework for shallow foundations including changes in configuration 223
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 223
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 222
Mechanical interpretation of dry granular masses impacting on rigid obstacles 222
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 218
Analisi sperimentale della risposta meccanica di micropali soggetti a prove di sfilamento 216
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 214
A visco-elasto-plastic model for granular materials under simple shear conditions 210
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 209
A mathematical model of grouted sand allowing for strength degradation 202
A simplified numerical approach for studying the pile-landslide interaction in hard soils 201
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 201
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 199
The MoRe Guidelines for Monitoring of Transport Infrastructures 199
Strain accumulation in dense sands due to shear stress cycles 198
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 195
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 195
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 194
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 194
Dynamic mechanical response of inclined dry granular sand strata 193
A constitutive model for cyclically loaded shallow foundations 193
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 193
A rheological model for the description of boulder impacts on granular strata 191
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 189
Progressive failure in elastic-viscoplastic media: from theory to practice 189
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 187
Impact of dry granular masses on rigid barriers 187
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 187
A multi-phase/multi-regime modelling approach for saturated granular media 186
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 186
Assessment and control of a SFRC retaining structure: mechanical issues (part I) 186
Modeling geogrid reinforced embankments for rock fall protection 184
Constitutive relations for steady, dense granular flows 183
Landslide motion forecasting by dynamic visco-plastic model 183
A Generalized Constitutive Relationship for Undrained Soil Structure Interaction Problems 183
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 182
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 181
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 181
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 177
Analysis of soil-structure interaction of towers under cyclic loading 177
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 176
Fabric evolution of granular materials: a numerical approach 175
Model-based interpretation of undrained creep instability in loose sands 175
Experimental and numerical study of rock-fall impacts on granular soils 175
Stability problems related to static liquefaction of loose sand 174
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 174
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction 174
Assessment of excavation-related hazards and design of mitigation measures 173
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 173
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 173
A multi-mechanism constitutive model for plastic adaption under cyclic loading 173
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes 173
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 172
Modelling phase transition in granular materials: From discontinuum to continuum 172
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 171
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 171
Analysis of soil-foundation interaction of tower structures under cyclic loading 170
From solid to granular gases: the steady state for granular materials 170
Saturation-induce failure: mechanics of a class of unstable processes. 170
Fluid-solid transition in unsteady shearing flows 170
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 170
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes 170
A multi-mechanism visco-plastic constitutive model for simulating the phenomenon of ratcheting in granular soils 169
Landslide motion forecasting by a dynamic visco-plastic model 169
Displacement-based design procedure for slope-stabilizing piles 169
A redefinition of the second-order work for unsaturated soils 168
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 168
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials 168
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling 168
A constitutive Model for Soil reinforced by Continuus threads 167
A displacement based approach for reinforced tunnel faces under undrained conditions 164
Cyclic mechanical behaviour of granular soils: experimental results and constitutive modelling 162
Cyclic and dynamic mechanical response of shallow foundations on granular deposits 162
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 162
1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS 162
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 161
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 161
Micromechanical investigation of grouting in soils 160
Three dimensional steady-state locus for dry monodisperse granular materials: DEM numerical results and theoretical modelling 160
A New Constitutive Approach for Simulating Solid- to Fluid-like Phase Transition in Dry and Saturated Granular Media 160
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 159
Wind Tower FRC Foundations: Research and Design 159
A stability criterion for elasto-viscoplastic constitutive relationships 158
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 157
Seismic response of rigid shallow footings 157
Analytical and numerical instability of drained tests in loose saturated 156
Totale 19.407
Categoria #
all - tutte 98.319
article - articoli 46.405
book - libri 858
conference - conferenze 40.071
curatela - curatele 752
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 10.233
Totale 196.638


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021864 0 0 0 0 0 0 0 0 0 319 160 385
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
2025/202615.783 3.023 2.644 808 1.337 888 963 3.040 843 881 1.356 0 0
Totale 37.656