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CIANTIA, MATTEO ORYEM
 Distribuzione geografica
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Continente #
AS - Asia 4.967
NA - Nord America 4.389
EU - Europa 2.053
SA - Sud America 692
Continente sconosciuto - Info sul continente non disponibili 277
AF - Africa 97
OC - Oceania 6
Totale 12.481
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Nazione #
US - Stati Uniti d'America 4.187
VN - Vietnam 1.339
SG - Singapore 1.282
CN - Cina 892
IT - Italia 879
HK - Hong Kong 591
BR - Brasile 514
RU - Federazione Russa 422
BD - Bangladesh 187
KR - Corea 137
IE - Irlanda 129
FR - Francia 124
CA - Canada 119
DE - Germania 117
IN - India 109
GB - Regno Unito 86
ID - Indonesia 76
AR - Argentina 59
JP - Giappone 57
SE - Svezia 56
PK - Pakistan 49
MX - Messico 47
IQ - Iraq 45
ZA - Sudafrica 44
TR - Turchia 43
UA - Ucraina 43
EC - Ecuador 30
FI - Finlandia 27
NL - Olanda 27
PL - Polonia 27
CO - Colombia 25
AT - Austria 24
ES - Italia 22
PH - Filippine 22
UZ - Uzbekistan 17
SA - Arabia Saudita 16
CL - Cile 15
TH - Thailandia 15
MY - Malesia 14
VE - Venezuela 14
MA - Marocco 13
PY - Paraguay 12
BE - Belgio 11
CH - Svizzera 10
BO - Bolivia 9
CR - Costa Rica 9
NP - Nepal 9
TW - Taiwan 9
GR - Grecia 8
PE - Perù 8
PS - Palestinian Territory 8
TN - Tunisia 8
AE - Emirati Arabi Uniti 7
AZ - Azerbaigian 7
IL - Israele 7
LT - Lituania 7
AU - Australia 6
DK - Danimarca 5
ET - Etiopia 5
GT - Guatemala 5
JM - Giamaica 5
EG - Egitto 4
HN - Honduras 4
JO - Giordania 4
KE - Kenya 4
PT - Portogallo 4
UY - Uruguay 4
AL - Albania 3
AO - Angola 3
BA - Bosnia-Erzegovina 3
BB - Barbados 3
BG - Bulgaria 3
CI - Costa d'Avorio 3
GE - Georgia 3
IR - Iran 3
KZ - Kazakistan 3
OM - Oman 3
SN - Senegal 3
SY - Repubblica araba siriana 3
BH - Bahrain 2
DO - Repubblica Dominicana 2
EE - Estonia 2
KG - Kirghizistan 2
LB - Libano 2
NG - Nigeria 2
NO - Norvegia 2
RO - Romania 2
RS - Serbia 2
SI - Slovenia 2
ZM - Zambia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AI - Anguilla 1
AM - Armenia 1
BS - Bahamas 1
CZ - Repubblica Ceca 1
DZ - Algeria 1
EU - Europa 1
GD - Grenada 1
GY - Guiana 1
HU - Ungheria 1
Totale 12.188
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Città #
Singapore 676
Hong Kong 560
Ashburn 547
San Jose 481
Ho Chi Minh City 409
Hanoi 330
Hefei 256
Milan 221
Ann Arbor 210
Santa Clara 178
New York 145
Los Angeles 142
Council Bluffs 131
Seoul 126
Dublin 125
Beijing 124
Rome 114
The Dalles 114
Chicago 109
Dallas 70
Houston 66
Lauterbourg 64
Fairfield 63
Toronto 63
São Paulo 61
Buffalo 55
Wilmington 53
Frankfurt am Main 52
Jakarta 50
Chandler 44
Da Nang 41
Columbus 38
Haiphong 38
Seattle 35
Woodbridge 34
Biên Hòa 31
Shanghai 31
Moscow 28
Phoenix 28
Quận Bình Thạnh 28
Ha Long 27
Naples 26
Turin 26
Cambridge 25
Figino 22
Jacksonville 22
Montreal 22
Dearborn 21
Denver 21
Hải Dương 21
Warsaw 21
Boardman 20
Johannesburg 20
Brooklyn 19
Lappeenranta 19
Chennai 18
Kent 18
Lahore 18
Ninh Bình 18
Orem 18
Tokyo 18
Philadelphia 17
Princeton 17
Rio de Janeiro 17
Thái Nguyên 17
Washington 17
Bari 16
Bắc Ninh 16
Dhaka 16
Mexico City 16
Amsterdam 15
Brasília 15
Can Tho 15
Tashkent 15
Atlanta 14
Miami 14
Vũng Tàu 14
Changsha 13
London 13
Nanjing 13
Baghdad 12
Dong Ket 12
Düsseldorf 12
Lawrence 12
Altamura 11
Florence 11
Hangzhou 11
Paris 11
Phủ Lý 11
Quận Phú Nhuận 11
Salt Lake City 11
Verona 11
Bologna 10
Kuala Lumpur 10
Mumbai 10
Poplar 10
Stockholm 10
Bogotá 9
Bắc Giang 9
Charlotte 9
Totale 6.914
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Nome #
A 4D Soil-Structure Interaction Model Testing Apparatus 496
A fracture-based discrete model for simulating creep in quartz sands 478
Experimental Study on the Water-Induced Weakening of Calcarenites 323
Discrete Element Modeling of Compound Rockfall Fence Nets 316
Modelling weathering effects on the mechanical behaviour of rocks 309
La sicurezza del verde urbano nell'era tecnodigitale. Metodologie innovative per la gestione e mitigazione del rischio di caduta alberi 305
A contact model for rough crushable sand 295
Validation of dem using macroscopic stress-strain behavior and microscopic particle motion in sheared granular assemblies 290
Centrifuge Modeling of the Installation Advancement Ratio Effect on the Cyclic Response of a Single-Helix Screw Pile for Floating Offshore Wind 261
Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach 258
Transparent consolidants and GFRP anchors as aesthetic solution for soft-rock stabilization 257
Lesson learnt from static pulling tests on trees: an experimental study on toppling behaviour of complex foundations 238
An Efficient Damage-Plasticity DEM Contact Model for Highly Porous Rocks 221
Efects of mineral suspension and dissolution on strength and compressibility of soft carbonate rocks 220
Uprooting Safety Factor of Trees from Static Pulling Tests and Dynamic Monitoring 218
Role of Root Morphological and Architectural Traits: Insights into Root-inspired Anchorage and Foundation Systems 209
Weathering effects on the mechanical behavior of calcarenites: experimental evidences and impact on the stability of costal cliffs and cavities 207
The role of suspension and dissolution on strength and deformation of soft carbonate rocks 205
Particle size effects on the axial pull-out and push-in behaviour of roots 201
The effect of installation advancement ratio on interaction between helices of screw piles for offshore renewable energy 198
A 3D Numerical Approach to Assess the Temporal Evolution of Settlement Damage to Buildings on Cavities Subject to Weathering 192
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets 184
A Macroelement Approach for the Stability Assessment of Trees 182
Impact of particle elongation on the behavior of round and angular granular media: Consequences of particle rotation and force chain development 180
On the Efficiency of GFRP Anchors in Soft Rocks 176
A multivariate time series analysis of underground gas storage deformations using InSAR data 176
Effect of flexible membrane in triaxial test on the mechanical behaviour of rockfill material using Discrete Element Method 176
Stress field on intermediate length scales during triaxial compression 173
Root size effects on transverse root-soil interactions 168
Experimental micro-macromechanics: particle shape effect on the biaxial shear response of particulate systems 165
Discrete-element based simulation of CPT and SPT on a volcanic sand 161
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method 158
Localization patterns emerging in CPTu tests in a saturated natural clay soil 153
Calculating the State Parameter in Crushable Sands 146
Geotechnical particle finite element method for modeling of soil-structure interaction under large deformation conditions 144
DEM study of particle scale effect on plain and rotary jacked pile behaviour in granular materials 142
A breakage-based discrete element study of stress relaxation in quartz sands 140
On the incremental behaviour of sands at high stresses 137
Simulation of penetration problems in geomechanics 136
Large deformation numerical assessment of rock anchor response under axial loading for offshore renewable energy applications 136
A Nonlocal Elasto-Plastic Model for Structured Soils at Large Strains for the Particle Finite Element Method 135
Effect of Soil Permeability on CPTu Test Results in Structured Clay Soils 132
Systematic effect of particle roundness/angularity on macro- and microscopic behavior of granular materials 131
Role of particle rotation in sheared granular media 130
Centrifuge modelling of root-soil interaction of laterally loaded trees under different loading conditions 128
A methodological approach to assess the hazard of underground cavities subjected to environmental weathering 127
Effects of particle breakage and stress reversal on the behaviour of sand around displacement piles 126
Why Modeling Particle Shape Matters: Significance of Particle-Scale Modeling in Describing Global and Local Granular Responses 122
A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials 122
On the Stability of Underground Caves in Calcareous Rocks Due to Long-Term Weathering 121
Using discrete-element method hindcasting of screw pile performance for practical design 120
Assessing single-helix screw pile geometry on offshore installation and axial capacity 120
Small-scale modelling of root-soil interaction of trees under lateral loads 119
Impermeable membranes for slab-track settlement mitigation 118
Using discrete element method (Dem) to create a cone penetration test (cpt)-based method to estimate the installation requirements of rotary-installed piles in sand 116
Micromechanical investigation of grouting in soils 113
Editorial: Tailing dams - slow responses to risks long known 113
Energy balance analyses during Standard Penetration Tests in a virtual calibration chamber 110
DEM study of particle scale and penetration rate on the installation mechanisms of screw piles in sand 110
Standard penetration testing in a virtual calibration chamber 108
Editorial 106
Micromechanical inspection of incremental behaviour of crushable soils 105
A digital tool based on genetic algorithms and limit analysis for the seismic assessment of historic masonry buildings 104
A numerical investigation of the incremental behavior of crushable granular soils 100
Grading evolution and critical state in a discrete numerical model of Fontainebleau sand 98
Numerical techniques for fast generation of large discrete-element models 97
A stable mesh-independent approach for numerical modelling of structured soils at large strains 95
Editorial 94
On the Uprooting Stability of Trees: Combined Loading Effect on Tree Stability Assessment 94
Editorial 93
Real-scale tests on the cyclic response of trees under toppling loads: experimental investigation and geotechnical interpretative framework 88
A novel constitutive model for double-twisted hexagonal meshes within the Macroelement framework 53
Coupled DEM-FDM analysis of open-ended pile installation and lateral loading in chalk 49
A calibration chamber apparatus for grout injection testing 31
PFEM Modeling of Strain Localization Processes in Non-local Multiplicative Plasticity 28
Finite Deformation Modelling of Cone Penetration Tests in Saturated Structured Clays 27
PFEM modeling of CPTu tests in saturated structured soils 27
Laboratory-Based Full-Scale Calibration Chamber for Grout Injection Studies 24
Reproducing Permeation Grouting in Laboratory 17
Totale 12.481
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Categoria #
all - tutte 41.343
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 41.343
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022108 0 0 0 12 15 19 10 6 4 11 8 23
2022/2023213 24 49 13 18 18 37 4 19 21 0 6 4
2023/2024723 10 6 20 146 108 116 88 28 95 4 34 68
2024/20252.394 119 209 104 114 141 128 175 90 147 378 262 527
2025/20266.933 1.160 823 420 752 569 234 733 302 522 482 312 624
2026/20271.385 254 327 638 166 0 0 0 0 0 0 0 0
Totale 12.481