DI PRISCO, CLAUDIO GIULIO MARIO
 Distribuzione geografica
Continente #
NA - Nord America 1283
EU - Europa 768
AS - Asia 365
AF - Africa 30
OC - Oceania 24
SA - Sud America 18
Continente sconosciuto - Info sul continente non disponibili 2
Totale 2490
Nazione #
US - Stati Uniti d'America 1249
IT - Italia 397
CN - Cina 164
DE - Germania 77
GB - Regno Unito 65
FR - Francia 60
IN - India 47
JP - Giappone 35
NL - Olanda 30
CA - Canada 27
VN - Vietnam 25
HK - Hong Kong 24
AU - Australia 22
ES - Italia 19
CH - Svizzera 16
IR - Iran 16
ZA - Sudafrica 15
GR - Grecia 13
CL - Cile 12
CZ - Repubblica Ceca 11
PL - Polonia 11
RU - Federazione Russa 11
DZ - Algeria 8
IE - Irlanda 8
LT - Lituania 8
PT - Portogallo 8
SG - Singapore 8
TH - Thailandia 7
BE - Belgio 6
LU - Lussemburgo 6
TR - Turchia 6
AT - Austria 5
MY - Malesia 5
TW - Taiwan 5
BR - Brasile 4
FI - Finlandia 4
JO - Giordania 4
KR - Corea 4
MX - Messico 4
SA - Arabia Saudita 4
DK - Danimarca 3
ID - Indonesia 3
UA - Ucraina 3
AE - Emirati Arabi Uniti 2
CR - Costa Rica 2
CY - Cipro 2
EU - Europa 2
LV - Lettonia 2
NZ - Nuova Zelanda 2
SE - Svezia 2
TZ - Tanzania 2
BA - Bosnia-Erzegovina 1
BW - Botswana 1
CM - Camerun 1
CO - Colombia 1
EG - Egitto 1
ET - Etiopia 1
IL - Israele 1
LK - Sri Lanka 1
MA - Marocco 1
NO - Norvegia 1
PA - Panama 1
PK - Pakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
VE - Venezuela 1
Totale 2490
Città #
Houston 157
Fairfield 121
Ann Arbor 83
Buffalo 83
Santa Cruz 70
Woodbridge 65
Milan 63
Wilmington 61
Seattle 58
Ashburn 57
Beijing 55
Cambridge 50
Shanghai 28
Rome 18
University Park 18
Bengaluru 15
Dong Ket 15
Chicago 14
Council Bluffs 13
Los Angeles 13
Muizenberg 13
Tokyo 13
Wuhan 13
Las Vegas 12
Mountain View 12
Central District 11
Chengdu 10
Phoenix 10
San Diego 10
Barcelona 9
Dallas 9
Hangzhou 9
Norwalk 9
Toronto 9
Central 8
Dublin 8
Athens 7
Clearwater 7
Kanpur 7
Ottawa 7
Sant'angelo Lodigiano 7
Torino 7
Delft 6
Encino 6
Guangzhou 6
Nanjing 6
Evanston 5
Figtree 5
Garbana 5
Henderson 5
Lake Forest 5
Milpitas 5
Monash 5
New York 5
Reggio Calabria 5
Saint Petersburg 5
Scranton 5
Southampton 5
Xian 5
Amman 4
Bari 4
Boardman 4
Boulder 4
Dundee 4
Groß 4
Istanbul 4
Kolkata 4
London 4
Mumbai 4
Padova 4
Paris 4
Riva 4
Santiago 4
Southend 4
Taipei 4
Zurich 4
Atlanta 3
Büdelsdorf 3
Chandler 3
Cheyenne 3
Debica 3
Deland 3
Delhi 3
Duncan 3
Grenoble 3
Hanoi 3
Karlsruhe 3
Lanzhou 3
Liège 3
Montévrain 3
Monza 3
Orsay 3
Palermo 3
Perth 3
Salerno 3
Simi Valley 3
Singapore 3
Sydney 3
Trento 3
Turin 3
Totale 1493
Nome #
A visco-elasto-plastic model for granular materials under simple shear conditions, file e0c31c09-cd6a-4599-e053-1705fe0aef77 323
Saturated granular flows: constitutive modelling under steady simple shear conditions, file e0c31c0e-41c3-4599-e053-1705fe0aef77 299
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites, file e0c31c09-cd65-4599-e053-1705fe0aef77 287
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials, file e0c31c0f-da9c-4599-e053-1705fe0aef77 273
A stability criterion for elasto-viscoplastic constitutive relationships, file e0c31c09-cd68-4599-e053-1705fe0aef77 245
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS, file e0c31c07-f700-4599-e053-1705fe0aef77 192
From solid to granular gases: the steady state for granular materials, file e0c31c0e-4027-4599-e053-1705fe0aef77 149
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach, file e0c31c0b-7a50-4599-e053-1705fe0aef77 134
Fluid-solid transition in unsteady shearing flows, file e0c31c0b-25af-4599-e053-1705fe0aef77 114
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI, file e0c31c0b-1c2b-4599-e053-1705fe0aef77 85
Impact of dry granular masses on rigid barriers, file e0c31c08-b2ed-4599-e053-1705fe0aef77 73
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force, file e0c31c0a-6cfd-4599-e053-1705fe0aef77 72
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine., file e0c31c0e-1156-4599-e053-1705fe0aef77 68
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles., file e0c31c0b-2287-4599-e053-1705fe0aef77 57
INFLUENZA DELLA STORIA DI CARICO ORIZZONTALE SULLA RESISTENZA A SFILAMENTO DI PALI IN SABBIA, file e0c31c0c-df19-4599-e053-1705fe0aef77 40
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions, file e0c31c12-20be-4599-e053-1705fe0aef77 29
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials, file e0c31c0d-df75-4599-e053-1705fe0aef77 25
Dry granular masses impacting on rigid obstacles: numerical analysis and theoretical modelling, file e0c31c11-f70b-4599-e053-1705fe0aef77 19
Mechanical interpretation of dry granular masses impacting on rigid obstacles, file e0c31c11-de70-4599-e053-1705fe0aef77 14
Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach, file a46468a3-c686-41b4-81dd-c32183e3c6da 13
Mechanical interpretation of dry granular masses impacting on rigid obstacles, file e0c31c0d-ada7-4599-e053-1705fe0aef77 8
DEM assessment of impact forces of dry granular masses on rigid barriers, file e0c31c0a-43f3-4599-e053-1705fe0aef77 6
A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness, file c6a40b25-a56f-4050-9c5f-f8585760bc92 5
Fluid–solid transition in unsteady, homogeneous, granular shear flows, file e0c31c0c-0627-4599-e053-1705fe0aef77 5
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results, file e0c31c0b-7f39-4599-e053-1705fe0aef77 4
Soil-pipeline interaction along active fault systems, file e0c31c07-c4ea-4599-e053-1705fe0aef77 3
Multi-level design approaches for slope-stabilizing piles, file e0c31c09-ae8a-4599-e053-1705fe0aef77 3
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction, file e0c31c0f-8ac6-4599-e053-1705fe0aef77 3
Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations, file e0c31c12-a351-4599-e053-1705fe0aef77 3
Constitutive relations for steady, dense granular flows, file e0c31c07-e3c0-4599-e053-1705fe0aef77 2
1D DYNAMIC NON-LINEAR NUMERICAL ANALYSIS OF EARTH SLOPES: THE ROLE OF SOIL DUCTILITY AND TIME-SENSITIVENESS, file e0c31c07-e7d1-4599-e053-1705fe0aef77 2
A simplified numerical approach for studying the pile-landslide interaction in hard soils, file e0c31c07-ef57-4599-e053-1705fe0aef77 2
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi, file e0c31c07-f73e-4599-e053-1705fe0aef77 2
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE, file e0c31c08-1a77-4599-e053-1705fe0aef77 2
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials, file e0c31c08-2554-4599-e053-1705fe0aef77 2
Evaluation of rapid landslide impact forces against sheltering structures, file e0c31c0b-a2ee-4599-e053-1705fe0aef77 2
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations, file e0c31c0d-da3e-4599-e053-1705fe0aef77 2
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures, file e0c31c0d-e4cf-4599-e053-1705fe0aef77 2
Simulazione numerica del processo di consolidazione durante lo scavo di gallerie profonde in materiali coesivi e influenza del tempo di scavo sulla curva caratteristica del fronte, file e0c31c10-561c-4599-e053-1705fe0aef77 2
Three-Dimensional Constitutive Model for Dry Granular Materials Under Different Flow Regimes, file e0c31c12-47ee-4599-e053-1705fe0aef77 2
Displacement-based design procedure for slope-stabilizing piles, file e0c31c08-113f-4599-e053-1705fe0aef77 1
Numerical stability of non-local viscoplastic FEM analyses for the study of localisation processes, file e0c31c08-141a-4599-e053-1705fe0aef77 1
Una procedura semplificata per il calcolo dei cedimenti in rilevati ferroviari, file e0c31c08-27ed-4599-e053-1705fe0aef77 1
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide, file e0c31c08-284c-4599-e053-1705fe0aef77 1
Non-linear dynamic soil-structure interaction in the displacement based design, file e0c31c08-485f-4599-e053-1705fe0aef77 1
Experimental and numerical study of rock-fall impacts on granular soils, file e0c31c0a-6fa6-4599-e053-1705fe0aef77 1
UN APPROCCIO SEMPLIFICATO PER LA VALUTAZIONE DELLE STRATEGIE DI MANUTENZIONE DI INFRASTRUTTURE FERROVIARIE, file e0c31c0b-2289-4599-e053-1705fe0aef77 1
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils, file e0c31c0b-a2f3-4599-e053-1705fe0aef77 1
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation, file e0c31c0d-f361-4599-e053-1705fe0aef77 1
Mathematical modelling of the mechanical response of earth embankments on piled foundations, file e0c31c0f-4c73-4599-e053-1705fe0aef77 1
A displacement based approach for reinforced tunnel faces under undrained conditions, file e0c31c10-19ef-4599-e053-1705fe0aef77 1
Numerical Analysis of the Mechanical Response of Anchored Wire Meshes, file e0c31c10-c4ad-4599-e053-1705fe0aef77 1
Progressive failure in elastic-viscoplastic media: from theory to practice, file e0c31c10-cb61-4599-e053-1705fe0aef77 1
Numerical investigation on the influence of the excavation rate on the mechanical response of deep tunnel fronts in cohesive soils, file e0c31c10-dfdd-4599-e053-1705fe0aef77 1
DEM numerical tests on dry granular specimens: the role of strain rate under evolving/unsteady conditions, file e0c31c12-7c3e-4599-e053-1705fe0aef77 1
The MoRe Guidelines for Monitoring of Transport Infrastructures, file e0c31c12-8ec5-4599-e053-1705fe0aef77 1
Wind Tower FRC Foundations: Research and Design, file e0c31c12-a353-4599-e053-1705fe0aef77 1
Totale 2590
Categoria #
all - tutte 3508
article - articoli 2979
book - libri 0
conference - conferenze 524
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5
Totale 7016


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2017/2018103 0000 00 030 11142622
2018/2019203 09139 613 49 14255051
2019/2020394 33202536 4242 3836 39252731
2020/2021520 37484546 4132 4033 34545456
2021/2022816 504647151 10439 5636 622612574
2022/2023435 473211061 6661 535 0000
Totale 2590