DI PRISCO, CLAUDIO GIULIO MARIO
 Distribuzione geografica
Continente #
NA - Nord America 8452
EU - Europa 3978
AS - Asia 992
SA - Sud America 51
OC - Oceania 40
AF - Africa 26
Continente sconosciuto - Info sul continente non disponibili 11
Totale 13550
Nazione #
US - Stati Uniti d'America 8234
IT - Italia 1572
UA - Ucraina 550
DE - Germania 426
SE - Svezia 350
CN - Cina 349
VN - Vietnam 296
GB - Regno Unito 262
CA - Canada 210
AT - Austria 196
FI - Finlandia 186
FR - Francia 158
NL - Olanda 96
IR - Iran 67
JP - Giappone 66
IN - India 64
BE - Belgio 55
HK - Hong Kong 50
AU - Australia 33
ES - Italia 23
TR - Turchia 22
BR - Brasile 18
CH - Svizzera 18
CO - Colombia 16
PL - Polonia 16
RU - Federazione Russa 16
RO - Romania 15
TW - Taiwan 13
CL - Cile 11
EU - Europa 11
ID - Indonesia 11
KR - Corea 11
PK - Pakistan 10
EG - Egitto 9
PT - Portogallo 9
GR - Grecia 7
MU - Mauritius 7
MX - Messico 7
NZ - Nuova Zelanda 7
DZ - Algeria 6
LK - Sri Lanka 6
DK - Danimarca 5
SG - Singapore 5
AE - Emirati Arabi Uniti 4
MO - Macao, regione amministrativa speciale della Cina 4
NO - Norvegia 4
PE - Perù 4
PH - Filippine 3
BO - Bolivia 2
CY - Cipro 2
CZ - Repubblica Ceca 2
ET - Etiopia 2
HR - Croazia 2
IQ - Iraq 2
KZ - Kazakistan 2
SA - Arabia Saudita 2
SI - Slovenia 2
CU - Cuba 1
EE - Estonia 1
IE - Irlanda 1
IL - Israele 1
LB - Libano 1
LI - Liechtenstein 1
LT - Lituania 1
LV - Lettonia 1
MD - Moldavia 1
MK - Macedonia 1
MT - Malta 1
MY - Malesia 1
NG - Nigeria 1
ZA - Sudafrica 1
Totale 13550
Città #
Chandler 1361
Fairfield 1015
Woodbridge 790
Wilmington 654
Ann Arbor 581
Houston 572
Ashburn 473
Seattle 441
Cambridge 377
Jacksonville 312
Dearborn 241
Lawrence 205
Vienna 196
Milan 181
Medford 171
Ottawa 171
Beijing 143
Dong Ket 140
Grafing 121
Rome 97
Redwood City 91
Des Moines 72
San Diego 67
Brussels 48
Amsterdam 43
Princeton 38
Nanjing 31
Boardman 29
Hangzhou 29
Shanghai 24
Norwalk 23
Central District 20
Napoli 20
Auburn Hills 19
London 19
Torino 19
Chengdu 18
Bristol 17
Central 17
Mountain View 17
Redmond 17
Padova 16
Florence 15
Falls Church 14
Sydney 14
Appiano Gentile 13
Hefei 12
Phoenix 12
Taipei 12
Verona 12
Ankara 11
Bari 11
Caserta 11
Denver 11
Helsinki 11
Old Bridge 11
Santiago 11
Toronto 11
Kanpur 10
Los Angeles 10
Salerno 10
San Donato Milanese 10
Zhengzhou 10
Duncan 9
Perugia 9
Garbana 8
Guangzhou 8
Wuhan 8
Ancona 7
Barcelona 7
Catania 7
Como 7
Delft 7
Evanston 7
Genova 7
Indiana 7
Kunming 7
Santhià 7
Bologna 6
Changsha 6
Dalmine 6
Delhi 6
Hanoi 6
Jakarta 6
Jesi 6
Lahore 6
Northvale 6
Palermo 6
Rende 6
Seongnam 6
Suzhou 6
Warsaw 6
Acerra 5
Aprilia 5
Auckland 5
Brooklyn 5
Calgary 5
Campobasso 5
Chicago 5
Collegno 5
Totale 9414
Nome #
Shallow footings under cyclic loading: experimental behaviour and constitutive modelling 327
Linee guida per la progettazione di gallerie paramassi 177
Macro-element concept and its application in geotechnical engineering, The 158
DEM assessment of impact forces of dry granular masses on rigid barriers 150
Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi 137
A mixed Isotropic-kinematic hardening constitutive law for sand 126
A New Design Method for Rockfall Shelters Covered by Granular Layers 124
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils 124
A visco-elasto-plastic model for granular materials under simple shear conditions 108
Coupled elastoplastic model of soil-pipe interaction along unstable slopes 106
Analysis of soil-structure interaction of towers under cyclic loading 106
Chasing a complete understanding of the triggering mechanisms of a large rapidly evolving rockslide 105
A macroelement framework for shallow foundations including changes in configuration 104
A numerical exercise for the definition under undrained conditions of the deep tunnel front characteristic curve 103
3D numerical analyses for the quantitative risk assessment of subsidence and water flood due to the partial collapse of an abandoned gypsum mine. 102
Evaluation of the stability of underground cavities in calcarenite interacting with buildings using numerical analysis 102
Design of slope-stabilizing piles: from Ultimate Limit State approaches to displacement based methods 102
Stability problems related to static liquefaction of loose sand 100
Discussing the definition of second-order work in unsaturated soils 99
Landslide motion forecasting by a dynamic visco-plastic model 99
Strain accumulation in dense sands due to shear stress cycles 98
Displacement-based design procedure for slope-stabilizing piles 98
Modelling of the Vajont rockslide displacements by delayed plasticity of interacting sliding blocks 98
Mechanical interpretation of dry granular masses impacting on rigid obstacles 98
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 96
Shear wave propagation along infinite slopes: A theoreticallybased numerical study 96
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE 95
Experimental analysis and theoretical interpretation of triaxial loadcontrolled loose sand specimen collapses 94
Temporal Evolution of the Force Exerted by Dry Granular Masses Impacting on Rigid Sheltering Structures 94
Dependency of the mechanical behaviour of granular soils on loading frequency: experimental results and constitutive modelling 93
Extension of plasticity theory to debonding, grain dissolution, and chemical damage of calcarenites 93
ROCKFALL IMPACTS ON SHELTERING TUNNELS: REAL SCALE EXPERIMENTS 92
Investigation, monitoring and modelling of a rapidly evolving rockslide: The Mt. de la Saxe case study 90
A mathematical model of grouted sand allowing for strength degradation 89
Landslide motion forecasting by dynamic visco-plastic model 89
On the use of embedded pile elements for the numerical analysis of disconnected piled rafts 89
Modeling geogrid reinforced embankments for rock fall protection 88
Debris flow impact forces on rigid barriers: existing practice versus DEM numerical results 88
Non-linear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 86
Static liquefaction of a saturated loose sand stratum 85
Modelling of the mechanical interaction between anchored wire meshes and granular soils 85
A rheological model for the description of boulder impacts on granular strata 84
Saturated granular flows: constitutive modelling under steady simple shear conditions 84
SHALLOW FOUNDATIONS ON GRANULAR SOILS REINFORCED BY MEANS OF GEO-SYNTHETICS 83
Dynamic mechanical response of inclined dry granular sand strata 81
THE TIBURIO OF THE CATHEDRAL OF MILAN: STRUCTURAL ANALYSIS OF THE CONSTRUCTION & 20TH CENTURY FOUNDATION SETTLEMENTS 81
Seismic response of rigid shallow footings 81
Mechanical Modelling of Drained Creep Triaxial Tests on Loose sand 80
Dry Granular Flows Impacts on Rigid Obstacles: DEM Evaluation of a Design Formula for the Impact Force 80
Nonlinear SEM numerical analyses of dry dense sand specimens under rapid and dynamic loading 78
Controllability uniqueness and existence of the incremental response: a mathematical criterion for elastoplastic constitutive laws 78
A simplified numerical approach for studying the pile-landslide interaction in hard soils 78
Mechanical behaviour of geo-encased sand columns: small scaleexperimental tests and numerical modelling 78
Fluid-solid transition in unsteady shearing flows 78
A distinct element method numerical investigation of compaction processes in highly porous cemented granular materials 78
Theoretical investigation of the undrained stability of shallow submerged slopes 77
An exercise on slope stability and perfect elastoplasticity 77
A multi-mechanism constitutive model for plastic adaption under cyclic loading 77
Dry granular flows: micromechanical interpretation of impacts on rigid obstacles. 77
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation 77
Constitutive Equations in Plasticity 76
Evaluation of rapid landslide impact forces against sheltering structures 76
Progressive failure in elastic-viscoplastic media: from theory to practice 76
Constitutive relations for steady, dense granular flows 75
Experimental Methodology for Chemo-mechanical Weathering of Calcarenites 75
Multi-level design approaches for slope-stabilizing piles 75
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI 75
On slope instability induced by seepage erosion 74
Stability criteria for unsaturated shallow slopes 74
Experimental and numerical study of rock-fall impacts on granular soils” Rivista Italiana di Geotecnica 73
A New Design for Stabilizing Ground Slopes 73
Numerical and theoretical analysis of compaction banding in highly porous cemented materials 73
Interazione dinamica non lineare terreno-struttura nell'ambito della progettazione sismica agli spostamenti 72
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements 72
Discussing the definition of the second-order work for unsaturated soils 71
Saturation-induce failure: mechanics of a class of unstable processes. 71
Experimental and numerical analysis of soil-pipe interaction 71
The influence of time derivative terms on the mechanical behaviour of loose sands 70
A visco-plastic constitutive model for granular soils modified according to non-local and gradient approaches 69
Efficacia di barriere interrate tramite l'approccio al macro-elemento 69
Solid-fluid Transition in Granular Flows: MPM Simulations with a New Constitutive Approach 69
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations 69
Optimization of the Geometry of Monitoring Devices for Contaminant Detection in Cement-Bentonite Cutoff Walls 69
Modalità di valutazione empirico-teorica dello stato di addensamento di un'argilla espansa 68
Mathematical Interpretation of the Volumetric Instability of Loose Sands 68
Stress dilatancy of sand at small stress ratio states 68
Design Charts for Evaluating Impact Forces on DissipativeGranular Soil Cushions 68
From solid to granular gases: the steady state for granular materials 68
Impact of dry granular masses on rigid barriers 68
A stability criterion for elasto-viscoplastic constitutive relationships 68
Impact of blocks on deformable layers: Influence of block rotation and size 68
Experimental methodology for chemomechanical weathering of calcarenites 67
Numerical simulation of model tests of pier-shallow foundation systems subjected to earthquake loads using an elasto-uplift-plastic macro element 66
A redefinition of the second-order work for unsaturated soils 66
A constitutive model for cyclically loaded shallow foundations 65
Nonlocal numerical analyses of strain localisation in dense sand 65
Unstable creeping in geomaterials 65
Modelling of the mechanical interaction between anchored wire meshes and granular soils 64
Soil stability and flow slides in unsaturated shallow slopes: Can saturation events trigger liquefaction processes? 64
Model-based interpretation of undrained creep instability in loose sands 64
Totale 8797
Categoria #
all - tutte 21794
article - articoli 10388
book - libri 229
conference - conferenze 8741
curatela - curatele 168
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 2268
Totale 43588


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2017/20181096 0000 00 0540 9915126442
2018/20191468 71406331 7395 5735 72205388338
2019/20203150 17625380220 323364 395259 403154381142
2020/20212581 195115252116 197204 237214 180319162390
2021/20222126 9120979155 218112 104127 160162224485
2022/20231960 339340170369 302344 906 0000
Totale 13777