<div class="csl-bib-body">
<div class="csl-entry">Viana-Sepulveda, A., Caro, S., & Norambuena-Contreras, J. (2025). Self-healing capacity of asphalt mortars with encapsulated rejuvenators using fatigue tests under strain- and stress-controlled conditions. 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. 287–290). TU Wien, E230-03 Road Engineering. https://doi.org/10.34726/10654</div>
</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/219043
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dc.identifier.uri
https://doi.org/10.34726/10654
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dc.description.abstract
A promising technique to promote self-healing in asphalt mixtures involves adding biopolymer capsules with rejuvenation agents during the fabrication of the mix. Several laboratory tests have been proposed to assess the effectiveness of this technique. Among these, fatigue-healing-fatigue tests are of particular interest, as fatigue damage is a primary source of crack initiation and propagation. There are two experimental approaches for performing fatigue testing: strain- or stress-controlled mode. The selection of the mode is crucial when as-sessing mixtures with encapsulated rejuvenators, as it impacts the potential activation of the capsules (i.e., the release of the internal healing agent). This study evaluates the self-healing capacity of long-term aged asphalt mortars with capsules using fatigue-healing-fatigue tests under strain- and stress-controlled conditions with a resting period of 3 hours at 22°C and 45°C. The results show that the capsules enhance the healing capacity of asphalt mortars when tested under a stress-controlled mode and high temperatures, while no significant differ-ences were observed compared to the control mortar at the intermediate temperature. This information provides valuable information about the field conditions under which the use of these mixtures can extend the service life of the material.
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
asphalt mortars
en
dc.subject
encapsulated rejuvenators
en
dc.subject
healing index
en
dc.subject
fatigue tests
en
dc.title
Self-healing capacity of asphalt mortars with encapsulated rejuvenators using fatigue tests under strain- and stress-controlled conditions
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
10.34726/10654
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dc.contributor.affiliation
Universidad de Los Andes, Colombia
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dc.contributor.affiliation
Universidad de Los Andes, Colombia
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dc.contributor.affiliation
Swansea University, United Kingdom of Great Britain and Northern Ireland (the)
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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
287
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dc.description.endpage
290
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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
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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
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tuw.researchTopic.id
M8
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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
AC17637698
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dc.description.numberOfPages
4
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tuw.author.orcid
0009-0005-0767-7940
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tuw.author.orcid
0000-0003-2726-3575
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tuw.author.orcid
0000-0001-8327-2236
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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
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tuw.editor.orcid
0000-0003-4101-1964
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tuw.event.name
Advances in Materials and Pavement Performance Prediction 2025 (AM3P 2025)
en
tuw.event.startdate
07-05-2025
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tuw.event.enddate
09-05-2025
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tuw.event.online
On Site
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tuw.event.type
Event for scientific audience
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tuw.event.place
Wien
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tuw.event.country
AT
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tuw.event.institution
TU Wien/E230-03
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tuw.event.presenter
Viana-Sepulveda, A.
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tuw.event.track
Multi Track
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wb.sciencebranch
Bauingenieurwesen
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wb.sciencebranch
Verkehrswesen
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wb.sciencebranch.oefos
2011
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wb.sciencebranch.oefos
2013
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wb.sciencebranch.value
30
-
wb.sciencebranch.value
70
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item.openaccessfulltext
Open Access
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item.openairecristype
http://purl.org/coar/resource_type/c_5794
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item.mimetype
application/pdf
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item.fulltext
with Fulltext
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item.cerifentitytype
Publications
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item.grantfulltext
open
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item.openairetype
conference paper
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item.languageiso639-1
en
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crisitem.author.dept
Universidad de Los Andes, Colombia
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crisitem.author.dept
Universidad de Los Andes, Colombia
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crisitem.author.dept
Swansea University, United Kingdom of Great Britain and Northern Ireland (the)