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Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures

Cardenas, Mariella; Carvajal-Munoz, Juan S.; Airey, Gordon

Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures Thumbnail


Authors

Mariella Cardenas

Juan S. Carvajal-Munoz

Profile image of GORDON AIREY

GORDON AIREY GORDON.AIREY@NOTTINGHAM.AC.UK
Professor of Pavement Engineering Materials



Contributors

Hervé Di Benedetto
Editor

Hassan Baaj
Editor

Emmanuel Chailleux
Editor

Gabriele Tebaldi
Editor

Cédric Sauzéat
Editor

Salvatore Mangiafico
Editor

Abstract

The effect of hydrated lime (HL) on the stiffening effect of bituminous mixtures is mainly driven by a physical phenomenon derived from the higher Rigden Air Voids (RAV) of HL in contrast to other filler types commonly used in bituminous mixtures such as granite and limestone. The stiffening effects of HL at room temperature for some mixture types have been reported in the literature but the knowledge of the effects on Stone Mastic Asphalt (SMA) mixtures is still limited. Similarly, the temperature-dependency has been theorised in the literature but scarce experimental evidence is currently available. As a consequence, this research focuses on studying the effects of a wide range of temperatures on the stiffening effect of SMA mixtures with HL. Indirect Tensile Stiffness Modulus (ITSM) testing was used in order to assess the stiffness properties of SMA mixtures manufactured with limestone aggregates, a conventional 30/45-penetration grade bitumen, and the addition of HL as a partial replacement of limestone filler (LF). The bitumen to filler ratio was kept as 1:1 for all manufactured mixtures. The results indicated: (i) a clear temperature-dependency of the stiffening effect of HL, which is more prominent at intermediate temperatures (20 and 30°C). (ii) The percentage of added HL and the average stiffness of the specimens had an approximately linear correlation. (iii) The stiffening effect is less prominent at the lower and higher temperatures considered. (iv) The partial replacement of LF by HL produced stiffer mixtures than those without replacement, which suggests improved mechanical response of these SMA mixtures.

Citation

Cardenas, M., Carvajal-Munoz, J. S., & Airey, G. (2020, December). Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures. Presented at ISBM Lyon 2020, Lyon, France

Presentation Conference Type Edited Proceedings
Conference Name ISBM Lyon 2020
Start Date Dec 14, 2020
End Date Dec 16, 2020
Acceptance Date Jul 1, 2021
Online Publication Date Sep 26, 2021
Publication Date 2022
Deposit Date Jan 31, 2022
Publicly Available Date Sep 27, 2022
Peer Reviewed Not Peer Reviewed
Pages 1743-1749
Series Title RILEM Bookseries
Series Number 27
Series ISSN 2211-0844
Book Title Proceedings of the RILEM International Symposium on Bituminous Materials: ISBM 2020
ISBN 9783030464547
DOI https://doi.org/10.1007/978-3-030-46455-4_221
Public URL https://nottingham-repository.worktribe.com/output/7350071
Publisher URL https://link.springer.com/chapter/10.1007/978-3-030-46455-4_221
Related Public URLs https://isbmlyon2020.sciencesconf.org/

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