<div class="csl-bib-body">
<div class="csl-entry">Deb, S., Kumar, P., & Saboo, N. (2025). Production of recycled plastic modified bitumen- Effect of base bitumen. 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. 133–136). TU Wien, E230-03 Road Engineering. https://doi.org/10.34726/10555</div>
</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/218929
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dc.identifier.uri
https://doi.org/10.34726/10555
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dc.description.abstract
In this study, two different viscosity grade base bitumen (VG10 and VG30) and 3 dosages (2%, 3%, and 4%) of recycled low-density polyethylene (RLDPE) were selected for the preparation of the recycled plastic modified bitumen (RPMB). All modified bitumen were evaluated for physical, morphological, and rheological properties. Results state that the softening point of RPMB increases by 8 °C-18 °C depending on the dosage of waste plastic and type of base bitumen. The dispersion of RLDPE, measured by mean particle size, remains unaffected by the dosage of waste plastic and the type of base bitumen. However, the storage stability of RPMB is primarily governed by the density difference between the base bitumen and RLDPE, and is not influenced by the type of base bitumen.
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
http://creativecommons.org/licenses/by/4.0/
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dc.subject
Recycled plastic modified bitumen
en
dc.subject
Recycled low-density polyethylene
en
dc.subject
Softening point
en
dc.subject
Mean particle size
en
dc.subject
Storage stability
en
dc.title
Production of recycled plastic modified bitumen- Effect of base bitumen
en
dc.type
Inproceedings
en
dc.type
Konferenzbeitrag
de
dc.rights.license
Creative Commons Namensnennung 4.0 International
de
dc.rights.license
Creative Commons Attribution 4.0 International
en
dc.identifier.doi
10.34726/10555
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dc.contributor.affiliation
Indian Institute of Technology Roorkee, India
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dc.contributor.affiliation
Indian Institute of Technology Roorkee, India
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dc.contributor.affiliation
Indian Institute of Technology Roorkee, 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
133
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dc.description.endpage
136
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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
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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
AC17636665
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dc.description.numberOfPages
4
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tuw.author.orcid
0009-0005-8068-5795
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tuw.author.orcid
0000-0003-0173-405X
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dc.rights.identifier
CC BY 4.0
de
dc.rights.identifier
CC BY 4.0
en
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)
