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2025 | OriginalPaper | Chapter

Effect of Compaction Temperature on the Mechanical Behavior of Granular Base Containing RAP

Authors : Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães

Published in: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 5

Publisher: Springer Nature Singapore

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Abstract

In this present study, the effect of compaction temperature on the mechanical behavior of base material containing 100% RAP (Reclaimed Asphalt Pavement) with and without asphalt emulsion is analyzed by means of repeated triaxial tests, of the multistage type, to evaluate permanent deformation. The results demonstrated that RAP mixtures exhibit significant susceptibility to permanent deformation at all analyzed stages, and the addition of binder did not provide stabilization to the mixture; instead, it increased their susceptibility to deformation. Conversely, the temperature increases within the compaction range reduced the plastic deformations of RAP mixtures, making them more stable with behavior similar to, and even better than, the analyzed virgin crushed rock aggregate at lower stresses. Therefore, thermal compaction emerges as a viable alternative to mitigate the susceptibility to permanent deformation in the base layer composed of 100% RAP.

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previous chapter Application of Sustainable Self-compacting Concrete as Future Road Base Material in Pavement Construction
next chapter Comparison of Physical and Engineering Properties of Recycled and Natural Sand for Engineering Applications
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Metadata
Title
Effect of Compaction Temperature on the Mechanical Behavior of Granular Base Containing RAP
Authors
Lisley Madeira Coelho
Antônio Carlos Rodrigues Guimarães
Copyright Year
2025
Publisher
Springer Nature Singapore
Book
Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 5

Print ISBN: 978-981-9782-28-4

Electronic ISBN: 978-981-9782-29-1

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-981-97-8229-1_14