Technical Papers
Jul 18, 2024

Determination of the Cracking Resistance of Hot-Mix Asphalt Prepared with Capsules Containing Waste Oil

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 4

Abstract

Hot-mix asphalts are composite materials with self-healing properties: cracks in pavements constructed with these asphalts can close without external help. However, this self-healing process is slow, and cracks may reopen quickly. To increase the self-healing ratio and accelerate the healing process, capsules containing two different types of waste oil (vegetable and mineral oil) were added to the mixture at four different proportions (0.25%, 0.50%, 0.75%, and 1.00% by weight of the mixture). This research evaluated the effect of the capsule addition on the strength of the mixture against cracking. Experiments using samples with added semicircular capsules and samples containing no added capsules were carried out according to the linear elastic and elastic–plastic fracture mechanical principles. The self-healing properties of the hot-mix asphalt were determined. The results showed that the highest strength against cracking at low temperature was found in the sample with a proportion of 0.25% capsules of both types (waste vegetable and mineral oil). In addition, the oil released from the capsules increased the self-healing properties of the hot-mix asphalt. Samples fractured at 0°C had better healing than the samples fractured at 25°C.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was carried out within the scope of the Scientific and Technological Research Council of Turkey (TUBITAK). The authors gratefully acknowledge the financial support provided by TUBITAK to Research project 217M570.

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Information & Authors

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 4December 2024

History

Received: Sep 13, 2022
Accepted: Mar 5, 2024
Published online: Jul 18, 2024
Published in print: Dec 1, 2024
Discussion open until: Dec 18, 2024

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Research Assistant, Dept. of Civil Engineering, Univ. of Bursa Technical, Bursa 16310, Turkey. ORCID: https://orcid.org/0000-0002-4872-154X. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Firat, Elazig 23100, Turkey (corresponding author). ORCID: https://orcid.org/0000-0002-6389-4211. Email: [email protected]
Mehmet Yılmaz [email protected]
Professor, Dept. of Civil Engineering, Univ. of Firat, Elazig 23100, Turkey. Email: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Firat, Elazig 23100, Turkey. ORCID: https://orcid.org/0000-0002-7496-6006. Email: [email protected]
Alvaro Garcia Hernandez [email protected]
Professor, Institute of Highway Engineering, RWTH Aachen Univ., Bayernallee 7, Aachen 52066, Germany. Email: [email protected]

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