<div class="csl-bib-body">
<div class="csl-entry">Kumar, S., Sasidharan, D., Gottumukkala, B., & Kumar, S. (2025). Quantification of Self-Healing in Warm Mix Asphalt Binders using Linear Amplitude Sweep Test. 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. 185–188). TU Wien, E230-03 Road Engineering. https://doi.org/10.34726/10664</div>
</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/219061
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dc.identifier.uri
https://doi.org/10.34726/10664
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dc.description.abstract
Incorporating asphalt's self-healing properties into experimental protocols can help bridge the gap between laboratory predictions and the actual field performance of asphalt mixes in terms of fatigue life. In this study, the healing potential of an unmodified binder is quantified both in the presence and absence of a warm mix additive (WMA). During the test, rest periods of varied durations (10 and 30 minutes) are introduced at 25% and 75% of damage levels prior to reaching failure to examine their influence on the further evolution of damage. It was observed that the addition of the WMA resulted in an improved healing index of the unmodified binder at different damage levels pre-failure. The findings indicate that WMA additives not only help reduce working temperatures but also improve the healing properties of bituminous mixes.
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
Warm Mix Asphalt
en
dc.subject
Linear Amplitude Sweep
en
dc.subject
Rest Period
en
dc.subject
Damage Characteristic Curve
en
dc.title
Quantification of Self-Healing in Warm Mix Asphalt Binders using Linear Amplitude Sweep Test
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
10.34726/10664
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dc.contributor.affiliation
Central Road Research Institute, India
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dc.contributor.affiliation
Central Road Research Institute, India
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dc.contributor.affiliation
Central Road Research Institute, India
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dc.contributor.affiliation
Central Road Research Institute, India
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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
185
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dc.description.endpage
188
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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
-
tuw.book.ispartofseries
Advances in Materials and Pavements Performance Prediction
-
tuw.relation.publisher
TU Wien, E230-03 Road Engineering
-
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
-
tuw.researchTopic.name
Structure-Property Relationsship
-
tuw.researchTopic.name
Computational System Design
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tuw.researchTopic.value
35
-
tuw.researchTopic.value
30
-
tuw.researchTopic.value
35
-
tuw.publication.orgunit
E000 - Technische Universität Wien
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dc.identifier.libraryid
AC17637705
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dc.description.numberOfPages
4
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tuw.author.orcid
0000-0003-3693-6786
-
dc.rights.identifier
CC BY 4.0
en
dc.rights.identifier
CC BY 4.0
de
tuw.editor.orcid
0000-0003-2153-9315
-
tuw.editor.orcid
0000-0002-8329-8687
-
tuw.editor.orcid
0000-0003-4101-1964
-
tuw.event.name
Advances in Materials and Pavement Performance Prediction 2025 (AM3P 2025)
