Evaluation of bitumen's fatigue resistance - a comparative study
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00371426" target="_blank" >RIV/68407700:21110/23:00371426 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1016/j.trpro.2023.11.206" target="_blank" >https://doi.org/10.1016/j.trpro.2023.11.206</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.trpro.2023.11.206" target="_blank" >10.1016/j.trpro.2023.11.206</a>
Alternative languages
Result language
angličtina
Original language name
Evaluation of bitumen's fatigue resistance - a comparative study
Original language description
Since asphalt mixtures are based on bituminous binders, a complex organic viscoelastic and time-temperature dependent material, they naturally tend to change their performance. Due to increasing traffic and axle loads, fatigue resistance is one of the most important properties of asphalt materials. The standard procedure of asphalt mixture evaluation is determining their fatigue resistance, but it is also possible to determine the fatigue resistance of bitumen on binders level. This article presents the research results of asphalt binders fatigue resistance, two paving grade bitumens and one polymer modified bitumen, in unaged and aged states. Asphalt binders were tested using three methods according to the Superpave criterion, the time-sweep fatigue test and the linear amplitude sweep test (LAS). Analysis and evaluation of the test results were carried out due to fatigue and time consumption of the testing procedure. In terms of determining the fatigue phenomenon, both in bitumen and asphalt mixture levels, the most critical aspect is the time severity of the tests and the necessity to perform such advanced testing on many test specimens. The results show that the G*.sinδ parameter should not be used to validate the fatigue life of bitumen. The result from fatigue time-sweep and LAS tests appear to give similar outcomes and correlate better, especially the LAS in higher strain levels. Furthermore, regarding test time consumption, LAS requires less time to perform and gives a more flexible approach to determining bitumen fatigue life.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GF22-04047K" target="_blank" >GF22-04047K: Advanced approaches for determination and understanding of asphalt mix fatigue behaviour</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2023
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of 15th International Scientific Conference on Sustainable, Modern and Safe Transport
ISBN
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ISSN
2352-1457
e-ISSN
2352-1465
Number of pages
8
Pages from-to
748-755
Publisher name
Elsevier B.V.
Place of publication
Amsterdam
Event location
Mikulov
Event date
May 29, 2023
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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