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Size Effect of Hydrated Lime on the Mechanical Performance of Asphalt Concrete

Albayati, Amjad; Wang, Yu; Haynes, Jonathan

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Authors

Amjad Albayati

Profile image of Yu Wang

Dr Yu Wang Y.Wang@salford.ac.uk
Associate Professor/Reader



Abstract

Despite widespread agreement on the beneficial nature of hydrated lime (HL) addition to asphalt concrete mixes, understanding of the effect of HL particle size is still limited. Previous investigations have focused mainly on two different size comparisons, and so certain guidance for a practical application cannot yet be produced. This study investigates three distinct sizes of HL, in the range of regular, nano, and sub-nano scales, for their effects on the properties of modified asphalt concretes. Five different percentages of HL as a partial replacement of ordinary limestone filler in asphalt concrete mixes were studied for wearing course application purposes. Experimental tests were conducted to evaluate the mechanical properties, including resistance to plastic flow, volumetric properties, moisture susceptibility, resilient modulus, and permanent deformation. The results revealed that a positive correlation exists between the mechanical properties and the fineness of HL particle sizes.

Citation

Albayati, A., Wang, Y., & Haynes, J. (2022). Size Effect of Hydrated Lime on the Mechanical Performance of Asphalt Concrete. Materials, 15(10), 3715. https://doi.org/10.3390/ma15103715

Journal Article Type Article
Acceptance Date May 19, 2022
Online Publication Date May 22, 2022
Publication Date May 22, 2022
Deposit Date Jun 9, 2022
Publicly Available Date Jun 9, 2022
Journal Materials
Publisher MDPI
Volume 15
Issue 10
Pages 3715
DOI https://doi.org/10.3390/ma15103715
Publisher URL https://doi.org/10.3390/ma15103715
Related Public URLs https://www.mdpi.com/journal/materials

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