<div class="csl-bib-body">
<div class="csl-entry">Shaji, M., Riedl, S., Rodiger, K., & Sorge, R. (2025). Characterisation of aged rejuvenated bitumen using master curve approach. In L. Eberhardsteiner, B. Hofko, & R. Blab (Eds.), <i>Advances in Materials and Pavement Performance Prediction IV : Contributions to the 4th International Conference on Advances in Materials and Pavement Performance Prediction (AM3P 2025), 7-9 May 2025, Vienna, Austria</i> (pp. 242–245). TU Wien, E230-03 Road Engineering. https://doi.org/10.34726/10624</div>
</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/219011
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dc.identifier.uri
https://doi.org/10.34726/10624
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dc.description.abstract
Recycling asphalt pavement (RAP) is a sustainable approach to pavement construction, reducing waste and conserving natural resources. However, RAP contains aged binders that require restoration to regain optimal rheological properties. Rejuvenators play a key role in modifying these binders, helping them meet specific performance requirements. Current practices involve using bitumen of particular grades, with or without rejuvenators, depending on the proportion of RAP being recycled. Determining the appropriate rejuvenator dosage is essential for maximizing RAP utilization while maintaining the desired binder characteristics. This study investigates the rheological performance of unmodified and polymer-modified binders under different aging conditions and rejuvenator concentrations (0–12%) using a dynamic shear rheometer. The results show that aging significantly alters mechanical properties of bitumen, while rejuvenators enhance viscosity and restore rheological behavior. These findings underscore the importance of proper rejuvenator application in RAP recycling, ensuring improved binder performance and sustainability in asphalt pavement construction.
en
dc.language.iso
en
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dc.relation.ispartofseries
Advances in Materials and Pavements Performance Prediction
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dc.rights.uri
https://creativecommons.org/licenses/by/4.0/
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dc.subject
Aging
en
dc.subject
Master Curve
en
dc.subject
Rejuvenator
en
dc.subject
Dynamic Shear Rheometer
en
dc.title
Characterisation of aged rejuvenated bitumen using master curve approach
en
dc.type
Inproceedings
en
dc.type
Konferenzbeitrag
de
dc.rights.license
Creative Commons Attribution 4.0 International
en
dc.rights.license
Creative Commons Namensnennung 4.0 International
de
dc.identifier.doi
10.34726/10624
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dc.contributor.affiliation
University of Applied Sciences Erfurt, Germany
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dc.contributor.affiliation
University of Applied Sciences Erfurt, Germany
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dc.contributor.affiliation
University of Applied Sciences Erfurt, Germany
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dc.contributor.affiliation
University of Applied Sciences Potsdam, Germany
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dc.relation.isbn
978-3-901912-99-3
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dc.relation.doi
10.34726/9259
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dc.description.startpage
242
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dc.description.endpage
245
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dc.rights.holder
TU Wien, E230-03 Road Engineering
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dc.type.category
Full-Paper Contribution
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tuw.booktitle
Advances in Materials and Pavement Performance Prediction IV : Contributions to the 4th International Conference on Advances in Materials and Pavement Performance Prediction (AM3P 2025), 7-9 May 2025, Vienna, Austria
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tuw.container.volume
IV
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tuw.peerreviewed
true
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tuw.book.ispartofseries
Advances in Materials and Pavements Performance Prediction
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tuw.relation.publisher
TU Wien, E230-03 Road Engineering
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tuw.relation.publisherplace
Wien
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tuw.researchTopic.id
C6
-
tuw.researchTopic.id
M8
-
tuw.researchTopic.id
C3
-
tuw.researchTopic.name
Modeling and Simulation
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tuw.researchTopic.name
Structure-Property Relationsship
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tuw.researchTopic.name
Computational System Design
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tuw.researchTopic.value
35
-
tuw.researchTopic.value
30
-
tuw.researchTopic.value
35
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tuw.publication.orgunit
E000 - Technische Universität Wien
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dc.identifier.libraryid
AC17637687
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dc.description.numberOfPages
4
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tuw.author.orcid
0009-0004-4989-4436
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tuw.author.orcid
0000-0003-1409-0337
-
dc.rights.identifier
CC BY 4.0
en
dc.rights.identifier
CC BY 4.0
de
tuw.editor.orcid
0000-0003-2153-9315
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tuw.editor.orcid
0000-0002-8329-8687
-
tuw.editor.orcid
0000-0003-4101-1964
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tuw.event.name
Advances in Materials and Pavement Performance Prediction 2025 (AM3P 2025)