<div class="csl-bib-body">
<div class="csl-entry">Shaikh, S., & Gupta, A. (2025). Establishing the Rutting Threshold for Marshall Samples using HWTT. 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. 33–36). TU Wien, E230-03 Road Engineering. https://doi.org/10.34726/10632</div>
</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/219019
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dc.identifier.uri
https://doi.org/10.34726/10632
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dc.description.abstract
The study proposes a threshold value for selecting rut-resistant Marshall-designed bituminous mixtures. The study also determines the correlation between 100 mm and 150 mm Hamburg Wheel Tracking Test (HWTT) samples. Samples of 100 mm and 150 mm diameter comprising different binder grades (VG-30, VG-40 and PMB-40) and compactive efforts (35, 75 and 110 blows) were tested using HWTT. The study emphasizes the stronger correlation (R2 > 0.85) between 100mm and 150mm samples in HWTT results providing useful information to pavement engineers. The test result also shows that polymer-modified mixtures have better rutting resistance because of their increased viscosity while higher compactive efforts improve resistance by minimizing air voids. Overall, the study emphasizes the significance of performance testing and specification (rut depth=6.5mm at 20000 passes for the Marshall mixtures) in pavement design for ensuring resilience and durability. These findings provide valuable guidance for engineers and researchers aiming to increase the performance of bituminous pavements through effective material selection and design strategies.
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
Design Aggregate Gradation
en
dc.subject
Binder Type
en
dc.subject
Compactive Effort
en
dc.subject
Rut Depth
en
dc.title
Establishing the Rutting Threshold for Marshall Samples using HWTT
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
10.34726/10632
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dc.contributor.affiliation
Indian Institute of Technology BHU, India
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dc.contributor.affiliation
Indian Institute of Technology BHU, 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
33
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dc.description.endpage
36
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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
M1
-
tuw.researchTopic.id
C6
-
tuw.researchTopic.id
M8
-
tuw.researchTopic.name
Surfaces and Interfaces
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tuw.researchTopic.name
Modeling and Simulation
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tuw.researchTopic.name
Structure-Property Relationsship
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tuw.researchTopic.value
35
-
tuw.researchTopic.value
35
-
tuw.researchTopic.value
30
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tuw.publication.orgunit
E000 - Technische Universität Wien
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dc.identifier.libraryid
AC17637723
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dc.description.numberOfPages
4
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tuw.author.orcid
0009-0006-5349-9652
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tuw.author.orcid
0000-0003-1789-9502
-
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
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tuw.event.name
Advances in Materials and Pavement Performance Prediction 2025 (AM3P 2025)