The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems

The introduction of new road pavement materials causes the need to verify whether the existing pavement design methods enable correct incorporation of their properties. In the case of asphalt pavements, the origins of contemporary methods may be traced back to the mid-20th century, when solely unmod...

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Main Authors: Krzysztof Błażejowski, Magdalena Złotowska, Roman Nagórski, Paweł Tutka
Format: Article
Language:English
Published: Polish Academy of Sciences 2021-12-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/122018/PDF/art39_corr.pdf
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author Krzysztof Błażejowski
Magdalena Złotowska
Roman Nagórski
Paweł Tutka
author_facet Krzysztof Błażejowski
Magdalena Złotowska
Roman Nagórski
Paweł Tutka
author_sort Krzysztof Błażejowski
collection DOAJ
description The introduction of new road pavement materials causes the need to verify whether the existing pavement design methods enable correct incorporation of their properties. In the case of asphalt pavements, the origins of contemporary methods may be traced back to the mid-20th century, when solely unmodified binders were used. The introduction of highly SBS-modified binders in 2009 significantly changed the behaviour of the asphalt mixtures and the entire pavement structure. Asphalt courses are now characterised by very high flexibility, elasticity and fatigue resistance, with simultaneous high resistance to rutting. The aim of the article is to present the effect of the use of asphalt mixtures with HiMA (Highly Modified Asphalt) binders in different variants of flexible pavement structures – including one, two or three courses containing HiMA. Fatigue life calculations were performed using the “Similarity Method”, which enables estimation of the fatigue life of the structure based on its relationship with the results of laboratory fatigue tests. The layer system with HiMA in the asphalt base course proved the most advantageous, combining excellent fatigue properties of the mixture containing HiMA with greater stiffness of the wearing and binder courses containing classic binders. The other aspect taken into account in the calculations was the effect of changing the mixture in the asphalt base course from AC 22 to AC 16. This change proved advantageous in all the analysed structures. The deflections and critical strains decreased, while pavement life, determined by fatigue and permanent deformation criteria, increased.
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spelling doaj.art-91ec08ecda944f689fde3ab45fcee4a42022-12-22T04:00:30ZengPolish Academy of SciencesArchives of Civil Engineering2300-31032021-12-01vol. 67No 4605624https://doi.org/10.24425/ace.2021.138521The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problemsKrzysztof Błażejowski0https://orcid.org/0000-0003-0684-7328Magdalena Złotowska1https://orcid.org/0000-0003-1654-1859Roman Nagórski2https://orcid.org/0000-0002-1039-1530Paweł Tutka3https://orcid.org/0000-0003-0879-0310ORLEN Asfalt sp. z o.o., R&D Dept., ul. Łukasiewicza 39, 00-637 Warsaw, PolandWarsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandWarsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandWarsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandThe introduction of new road pavement materials causes the need to verify whether the existing pavement design methods enable correct incorporation of their properties. In the case of asphalt pavements, the origins of contemporary methods may be traced back to the mid-20th century, when solely unmodified binders were used. The introduction of highly SBS-modified binders in 2009 significantly changed the behaviour of the asphalt mixtures and the entire pavement structure. Asphalt courses are now characterised by very high flexibility, elasticity and fatigue resistance, with simultaneous high resistance to rutting. The aim of the article is to present the effect of the use of asphalt mixtures with HiMA (Highly Modified Asphalt) binders in different variants of flexible pavement structures – including one, two or three courses containing HiMA. Fatigue life calculations were performed using the “Similarity Method”, which enables estimation of the fatigue life of the structure based on its relationship with the results of laboratory fatigue tests. The layer system with HiMA in the asphalt base course proved the most advantageous, combining excellent fatigue properties of the mixture containing HiMA with greater stiffness of the wearing and binder courses containing classic binders. The other aspect taken into account in the calculations was the effect of changing the mixture in the asphalt base course from AC 22 to AC 16. This change proved advantageous in all the analysed structures. The deflections and critical strains decreased, while pavement life, determined by fatigue and permanent deformation criteria, increased.https://journals.pan.pl/Content/122018/PDF/art39_corr.pdfroad pavementhighly modified asphalt binderhimafatigue life predictiondurability analysis
spellingShingle Krzysztof Błażejowski
Magdalena Złotowska
Roman Nagórski
Paweł Tutka
The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
Archives of Civil Engineering
road pavement
highly modified asphalt binder
hima
fatigue life prediction
durability analysis
title The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
title_full The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
title_fullStr The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
title_full_unstemmed The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
title_short The influence of highly modified asphalt binder on pavement fatigue life prediction – selected problems
title_sort influence of highly modified asphalt binder on pavement fatigue life prediction selected problems
topic road pavement
highly modified asphalt binder
hima
fatigue life prediction
durability analysis
url https://journals.pan.pl/Content/122018/PDF/art39_corr.pdf
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