Abstract

Capsules containing waste mineral oil can delay the maintenance of asphalt mixtures by preventing the spread of cracks. As a result of the encounter between the crack and capsule, the capsule breaks and releases the restorative material inside the crack area, resulting in healing. This experimental research demonstrated the rate at which oil is released from the capsules when the asphalt is subjected to cyclic loading and four different cures (24 h at 25°C, 48 h at 25°C, 24 h at 40°C, and 48 h at 40°C), and the capacity of asphalt to improve its inherent self-healing capacities in terms of cracks. In the study, the effects of capsule amount, curing time, and temperature on the mixtures were examined. Three-point bending fatigue tests and Fourier transform infrared spectroscopy (FTIR) tests were used in the study. It was determined that the capsules were broken and oil was released when cracks started to form in the hot-mix asphalt. The experiments showed that increasing the amount of capsules increased the oil release and the recovery rate, but decreased the mechanical performance by reducing the fatigue life. It was also found that the increase in curing time and temperature increased the recovery rate. Finally, the effects of capsule content and load characteristics on the healing index were defined by response surface method (RSM).

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Data Availability Statement

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

Acknowledgments

The Turkish Scientific and Technological Research Council (TUBITAK) funded the execution of this work. We sincerely thank TUBITAK for their funding help throughout Research Project 217M570.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 7July 2023

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Received: Aug 6, 2022
Accepted: Oct 28, 2022
Published online: Apr 18, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 18, 2023

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Research Assistant, Engineering Faculty, Dept. of Civil Engineering, Turgut Özal Univ., Malatya 44210, Turkey. Email: [email protected]
Associate Professor, Engineering Faculty, Dept. of Civil Engineering, Fırat Univ., Elazığ 23119, Turkey (corresponding author). ORCID: https://orcid.org/0000-0002-6389-4211. Email: [email protected]
Mehmet Yilmaz, Ph.D. [email protected]
Professor, Engineering Faculty, Dept. of Civil Engineering, Fırat Univ., Elazığ 23119, Turkey. Email: [email protected]
Professor, Engineering Faculty, Dept. of Civil Engineering, Fırat Univ., Elazığ 23119, Turkey. ORCID: https://orcid.org/0000-0002-7496-6006. Email: [email protected]
Alvaro Garcia Hernandez, Ph.D. [email protected]
Associate Professor, Nottingham Transportation Engineering Centre, School of Civil Engineering, Univ. of Nottingham, University Park, Nottingham NG7 2RD, UK. Email: [email protected]

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