TEBALDI, Gabriele
 Distribuzione geografica
Continente #
NA - Nord America 3.502
EU - Europa 2.346
AS - Asia 2.022
SA - Sud America 144
AF - Africa 13
Continente sconosciuto - Info sul continente non disponibili 4
OC - Oceania 2
Totale 8.033
Nazione #
US - Stati Uniti d'America 3.420
CN - Cina 1.079
SG - Singapore 697
IE - Irlanda 537
SE - Svezia 487
FI - Finlandia 339
DE - Germania 299
UA - Ucraina 276
IT - Italia 223
TR - Turchia 144
BR - Brasile 128
CA - Canada 77
RU - Federazione Russa 52
IN - India 38
GB - Regno Unito 32
BE - Belgio 25
NL - Olanda 12
FR - Francia 11
BD - Bangladesh 10
LT - Lituania 9
SK - Slovacchia (Repubblica Slovacca) 8
CZ - Repubblica Ceca 7
AL - Albania 5
AT - Austria 5
ID - Indonesia 5
IR - Iran 5
PK - Pakistan 5
UZ - Uzbekistan 5
CI - Costa d'Avorio 4
CO - Colombia 4
DK - Danimarca 4
HK - Hong Kong 4
IQ - Iraq 4
MX - Messico 4
MY - Malesia 4
TN - Tunisia 4
VE - Venezuela 4
AR - Argentina 3
AZ - Azerbaigian 3
JP - Giappone 3
NO - Norvegia 3
PL - Polonia 3
AE - Emirati Arabi Uniti 2
CH - Svizzera 2
EC - Ecuador 2
EU - Europa 2
JO - Giordania 2
OM - Oman 2
PS - Palestinian Territory 2
RO - Romania 2
XK - ???statistics.table.value.countryCode.XK??? 2
ZA - Sudafrica 2
AU - Australia 1
BO - Bolivia 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EE - Estonia 1
EG - Egitto 1
ES - Italia 1
GE - Georgia 1
IM - Isola di Man 1
KR - Corea 1
KZ - Kazakistan 1
MA - Marocco 1
ME - Montenegro 1
MN - Mongolia 1
NP - Nepal 1
NZ - Nuova Zelanda 1
PY - Paraguay 1
QA - Qatar 1
RS - Serbia 1
SY - Repubblica araba siriana 1
UY - Uruguay 1
VN - Vietnam 1
Totale 8.033
Città #
Dublin 535
Chandler 503
Santa Clara 425
Singapore 414
Jacksonville 323
Beijing 253
Dearborn 226
Ann Arbor 221
Ashburn 196
Nanjing 168
Boardman 155
Princeton 124
Izmir 111
Helsinki 78
San Mateo 75
Wilmington 69
Bremen 67
Parma 58
Nanchang 56
Shanghai 55
Jinan 53
Shenyang 53
Hebei 51
Toronto 49
Kunming 45
Des Moines 39
Seattle 39
Hefei 33
Moscow 33
Changsha 32
Council Bluffs 30
Jiaxing 29
Los Angeles 27
Tianjin 27
Chicago 26
Brussels 25
Grafing 24
Guangzhou 24
Falkenstein 22
Ottawa 19
Hangzhou 17
Gainesville 16
Kocaeli 15
Norwalk 15
Zhengzhou 15
Bologna 14
Fremont 14
Lanzhou 14
Munich 14
Rome 13
São Paulo 13
Haikou 12
Milan 12
Udine 12
Woodbridge 12
Borås 10
Istanbul 10
Fuzhou 9
Bratislava 8
Taiyuan 8
Taizhou 8
Amsterdam 7
New York 7
Osmaniye 7
Sesto Fiorentino 7
Dallas 6
Fairfield 6
Latina 6
Ningbo 6
Nuremberg 6
Rockville 6
Scottsdale 6
Brno 5
Jakarta 5
London 5
Nottingham 5
Tashkent 5
Tirana 5
Turin 5
Washington 5
Abidjan 4
Belo Horizonte 4
Chengdu 4
Frankfurt am Main 4
Petaling Jaya 4
Vienna 4
Wenzhou 4
Xian 4
Baghdad 3
Baku 3
Baotou 3
Caxias do Sul 3
Delhi 3
Espoo 3
Ingolstadt 3
Islamabad 3
Kassel 3
Kharagpur 3
Leipzig 3
Modena 3
Totale 5.231
Nome #
Evaluation of the role of reclaimed asphalt pavement preheating on cracking behavior of hot mix asphalt recycled mixtures by digital image analysis 128
Effect of hyper-modified asphalt binder and steel slags on cracking and rutting behaviour of wearing course mixtures 116
Evaluation of “long-term behaviour under traffic” of cement treated mixture with RAP 105
Evaluation of aggregate size-dependent of asphalt mixtures in cracking behavior 100
Crack monitoring and strain measurement in asphalt mixture by digital image correlation 97
The Effect of Polymer Modification on Hot Mix Asphalt (HMA) Fracture at Tensile Loading Conditions 96
Fracture energy density of interstitial component of asphalt mixtures 92
Relation between crack growth parameters and mechanical characteristics the high modulus asphalt concrete 91
Determination of Fundamental Tensile Failure Limits of Mixtures 89
Development of new experimental device for the of study the mechanical behavior of rock discontinuity under monotonic and cyclic load 88
The role of fillers on cracking behavior of mastics and asphalt mixtures 88
Plasticity-based method for the design and analysis of cold recycled pavement layers 87
Characterisation of Asphalt Mixture Cracking Behavior using the Three-Point bending Beam Test 85
Crack Monitoring and Strain Measurement in Asphalt Mixture by Digital Image Correlation 84
Determination and prediction of crack patterns in asphalt mixture under static loading 82
An Optical Strain Measurement System for Asphalt Mixtures 82
Determination and Prediction of Crack Patterns in Asphalt Mixture under Static Loading 81
Influence of high-surface-area hydrated lime on cracking performance of open-graded asphalt mixtures 81
The difference between the “ASTM approach” and the new “AASTHO approach” for Dynamic (Complex) Modulus 80
Fracture Energy Evaluation of “Interstitial Asphalt Mixtures” 80
Digital image correlation techniques to investigate strain fields and cracking phenomena in asphalt materials 80
Use of calcium oxide as active filler for bituminous stabilised materials 79
Re-using Ladle Furnace Steel slags as filler in asphalt mixtures 78
Analysis of the Failure Mechanisms of a weak rock through Photogrammetrical Measurements 77
Determination and Prediction of Crack Patterns in Hot Mix Asphalt (HMA) Mixtures 76
Micromrchanical Analyses for measurement and prediction of hot-mix asphalt fracture energy 75
8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements 75
Influence of Mixture Properties on Fracture Mechanics in Asphalt Mixtures 74
The Displacement Discontinuity Method for Modeling Fracture in the Semi-Circular Bending Test. 72
Use of crusched waste aggregates for DBM roadbases 72
Recommendation of RILEM TC237-SIB on fragmentation test for recycled asphalt 72
Microstructural Characterization of Asphalt Mixtures Containing Recycled Asphalt Materials 71
Active fillers’ effect on in situ performances of foam bitumen recycled mixtures 71
Back-Calculation of Binder Properties in Asphalt Mixture Containing Recycled Asphalt Materials 70
Effect of Freeze—Thaw Cycles on Mechanical Behavior of Lime-Stabilized Soil 70
Proceedings of the 5th International Symposium on Asphalt Pavements & Environment (APE) 70
Appropriate use of lime stabilization technology for diggings reuse in road constructions 69
The Effect of SBS Asphalt Modifier on Hot Mix Asphalt (HMA) Mixture Cracking Resistance 69
Definizione di un protocollo di prova per lo studio del creep dinamico nelle terre stabilizzate a calce 68
The use of digital image correlation for accurate determination of fracture energy density in hot mix asphalt (HMA) 68
Evaluation of reliability of RILEM fragmentation test 68
Analysis of the failure mechanisms of a weak rock trough photogrammetrical measurements by 2D and 3D vision 68
Caratterizzazione prestazionale del conglomerato bituminoso mediante modulo resiliente 67
An application of steel mesh for the reinforcement of a semi-rigid pavement structure 67
13th Conference of the International Society for Asphalt Pavements (ISAP) 66
Organizzazione dei Lavori e Ottimizzazione delle Risorse nei Cantieri Stradali 66
Image Based Method for Indirect Strain Measurement in non-Homogeneous Materials 65
Evaluation of high percentage of RAP for base mixture 65
A mechanistic test to evaluate effects of interface condition characteristics on hot-mix asphalt overlay reflective cracking performance 65
Local Strain Inhomogeneity in Hot Mix Asphalt by Digital Image Correlation 65
Performance evaluaton of a “surface” pavement steel reinforcement 64
Measurement and Prediction of Hot-Mix Asphalt Fracture Energy Using Micromechanical Analyses 64
Effect of active fillers on cracking performance of bitumen-stabilised materials 64
Interlayer steel mesh system effect in asphalt pavement at low temperature 64
Analysis of the failure mechanisms of a weak rock trough photogrammetrical measurements 64
A surface steel reinforcement for pavement rehabilitation, 63
Chapter 6. Cold Recycling of Reclaimed Asphalt Pavements 63
Classification of Recycled Asphalt (RA) Material 62
Prestazioni del conglomerato con bitumi ipermodificati. Gli effetti dell’impiego di bitumi ad altissimo livello di modifica in conglomerati per strati di usura. 62
Application and validation of the cohesion test to characterise reclaimed asphalt pavement 62
Introducing a new test protocol to evaluate the rate of damage accumulation in mastics at intermediate temperatures 61
Studio Sperimentale delle Prestazioni in un Rilevato Ferroviario di una Terra Stabilizzata a Calce. 60
Waste Material for Road Embankment: Experience in Parma Province in the Usage of Sugar Beet Manufacturing Waste 60
Local strain inhomogeneity in hot mix asphalt by digital image correlation 60
Performance of high modulus bituminous for bituminous mixes for basecourses 59
Chapter 4. Advanced Measurement Systems For Crack Characterization 59
The Displacement Discontinuity Method for Predicting HMA Fracture Energy in the Bending Beam Test 59
Numerical and Experimental Analysis of the Raise-Temperature Effect of Quicklime in Cold Recycled Mixtures 58
Strain Localization and damage Distribution in SBS Polymer Modified Asphalt Mixtures 58
Effects of Polymer Modified Asphalt Emulsion (PMAE) on Pavement Reflective Cracking Performance 58
Effect on pavement performance of a sub-base layer composed by natural aggregates and RAP 58
Performance evaluation of a “surface” pavement steel reinforcement 57
Recycling sugar-refineries wastes in road embankments 57
Role of mineral filler in asphalt mixture 57
Analysis of the failure mechanisms of a weak rock through photogrammetrical measurements by 2D and 3D visions 57
Studio in scala reale per la valutazione delle prestazioni delle pavimentazioni flessibili rinforzate 56
The Effect of SBS Asphalt Modifiers on Hot Mix Asphalt (HMA) Mixture Cracking Resistance 56
Use of crushed waste aggregates for DBM road bases 55
Effects of interface conditioncharacteristics on open-graded frictioncourse top-down cracking performance 55
Pavimentazioni flessibili: problematiche per un deficit di mano d’attacco. 55
Experimental Investigation on Repeated Cold-Recycling Asphalt Mixtures 55
Reusing Waste Food-packaging Plastic as Additive Modifier in Asphalt Mixtures 55
Image based method for indirect strain measurement in non homogeneous materials 54
Diffusion Phenomenon between Two Different Bitumens from Mechanical Analysis 54
Performance Evaluation of Cement-Bound RAP Mixes 53
Materials for Sustainable Infrastructure 53
JOURNAL OF TESTING AND EVALUATION - SPECIAL SECTION ON ADVANCED MEASUREMENTS FOR ASPHALT CONCRETE CHARACTERIZATION. Volume 45, Number 6 53
Un Sistema di Rinforzo in Fibra di Vetro per Pavimentazioni Flessibili 53
Effect of lime on short-term bearing capacity of bitumen emulsion recycled mixtures 52
Improving fatigue resistance in flexible pavements by means of high performance hot mix asphalt 51
Studio sperimentale sul comportamento a fatica dei conglomerati bituminosi ottenuti con le tecniche del riciclaggio a freddo e a caldo 51
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Active filler’s effect on in situ performances of bitumen emulsion recycled mixtures 51
Statistical validation of a new tensile creep test for asphalt mastics 50
Tests campaign analysis to evaluate the capability of fragmentation test to characterize recycled asphalt pavement (RAP) material 50
Una nuova metodologia di prova per l’impiego di terre stabilizzate nel corpo stradale 49
Relation between crack growth parameters and mechanical characteristics in high modulus asphalt concrete 49
Testing and Characterization of Sustainable Innovative Bituminous Materials and Systems State-of-the-Art Report of the RILEM Technical Committee 237-SIB 49
The difference between the “ASTM approach” and the new “AASTHO approach”for Dynamic (Complex) Modulus 48
Synthesis of standards and procedures for specimen preparation and in-field evaluation of cold-recycled asphalt mixtures 48
Totale 6.766
Categoria #
all - tutte 34.535
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 34.535


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020419 0 0 0 0 0 0 0 0 211 108 24 76
2020/2021680 3 63 61 22 77 24 66 21 225 34 77 7
2021/2022585 22 6 15 32 16 29 56 69 41 54 29 216
2022/20232.084 235 185 154 139 195 243 36 127 688 9 59 14
2023/2024710 47 80 21 21 62 156 31 52 35 32 79 94
2024/20251.730 42 159 183 126 293 368 106 151 302 0 0 0
Totale 8.185