Identifying the effect of the hydrated lime on self-healing steel slag stone mastic asphalt using the induction heating method in tropical conditions

Authors

DOI:

https://doi.org/10.15587/1729-4061.2025.325722

Keywords:

steel slag, stone mastic asphalt, heating induction, self-healing, three-point bending test, tropical condition

Abstract

This study examines the effect of a hydrated lime additive on steel slag stone mastic asphalt for induction heating and induced healing applications. It evaluates the self-healing capabilities of hydrated lime-modified steel slag stone mastic asphalt under tropical conditions.

The three-point bending was first tested on the steel slag-stone mastic asphalt mixture modified with hydrated lime (1 %, 2 %, 3 %, and 4 % by mix weight). The mix's fracture, displacement, cracking resistance, and flexibility index are evaluated. Subsequently, the fracture, displacement, cracking resistance, flexibility index recovery, and healing ratio for damage-healing were investigated. The research employs induction heating, which regulates temperature according to natural tropical conditions. The healing process is compared between heating in a tropical environment and heating with additional temperature.

The results demonstrated that adding hydrated lime to steel slag stone mastic asphalt increased fracture strength, however, this improvement was accompanied by decreased displacement, cracking resistance, and flexibility. The findings indicate that the healing ratio of steel slag stone mastic asphalt is enhanced by 1 % hydrated lime. Adding 1 % hydrated lime is optimal for improving fracture strength and healing ratio. The fracture strength increased by 5 % with a 1 % variation of hydrated lime. The healing ratio of the 1 % hydrated lime-modified stone mastic asphalt increased by 14.57 % under natural conditions compared to 0 % hydrated lime steel slag stone mastic asphalt. Furthermore, the healing ratio of steel slag mastic asphalt with 1 % hydrated lime subjected to artificial heating increased by 22.08 % compared to stone mastic asphalt with 0 % hydrated lime under natural heating

Author Biographies

Irawati Irawati, Universitas Muhammadiyah Jember

Assistant Professor of Civil Engineering

Department of Civil Engineering

Ludfi Djakfar, Universitas Brawijaya

Professor of Civil Engineering

Department of Civil Engineering

Muhammad Zainul Arifin, Universitas Brawijaya

Associate Professor of Civil Engineering

Department of Civil Engineering

Akhmad Sabarudin, Universitas Brawijaya

Professor of Material and Analytical Chemistry

Department of Chemistry

Ilanka Cahya Dewi, Universitas Muhammadiyah Jember

Assistant Professor of Civil Engineering

Department of Civil Engineering

Irawan Palgunadi, Krakatau Steel Indonesia Company

Manager Research & Development

References

  1. Diao, H., Ling, T., Zhang, Z., Peng, B., Huang, Q. (2023). Multiscale Fatigue Performance Evaluation of Hydrated Lime and Basalt Fiber Modified Asphalt Mixture. Materials, 16 (10), 3608. https://doi.org/10.3390/ma16103608
  2. Movilla-Quesada, D., Raposeiras, A. C., Castro-Fresno, D., Peña-Mansilla, D. (2015). Experimental study on stiffness development of asphalt mixture containing cement and Ca(OH)2 as contribution filler. Materials & Design, 74, 157–163. https://doi.org/10.1016/j.matdes.2015.02.026
  3. Carvajal-Muñoz, J. S., Airey, G., Sanjuan-Benavides, A., Perez-Miranda, M. A., Gómez-Osorio, F. A. (2024). Fracture characteristics of SMA mixtures with hydrated lime through the semi-circular bending approach. Construction and Building Materials, 449, 138353. https://doi.org/10.1016/j.conbuildmat.2024.138353
  4. Liu, J., Wang, Z., Li, M., Wang, X., Wang, Z., Zhang, T. (2022). Microwave heating uniformity, road performance and internal void characteristics of steel slag asphalt mixtures. Construction and Building Materials, 353, 129155. https://doi.org/10.1016/j.conbuildmat.2022.129155
  5. Phan, T. M., Park, D.-W., Le, T. H. M. (2018). Crack healing performance of hot mix asphalt containing steel slag by microwaves heating. Construction and Building Materials, 180, 503–511. https://doi.org/10.1016/j.conbuildmat.2018.05.278
  6. Irawati, I., Djakfar, L., Arifin, M. Z. (2023). Comparison of the moisture resistance of a steel-slag stone mastic asphalt mixture modified with Ca(OH)2. Eastern-European Journal of Enterprise Technologies, 6 (6 (126)), 62–70. https://doi.org/10.15587/1729-4061.2023.289054
  7. Carvajal-Muñoz, J. S., Airey, G., Hernández-De Las Salas, R. D., Contreras-Barbas, M. A., Rodríguez-Verdecia, S. A. (2024). Fundamental cracking performance of asphalt-filler mastics with hydrated lime. Construction and Building Materials, 453, 139029. https://doi.org/10.1016/j.conbuildmat.2024.139029
  8. Xiang, H., He, Z., Chen, L., Zhu, H., Wang, Z. (2019). Key Factors and Optimal Conditions for Self-Healing of Bituminous Binder. Journal of Materials in Civil Engineering, 31 (9). https://doi.org/10.1061/(asce)mt.1943-5533.0002760
  9. Lou, B., Sha, A., Li, Y., Wang, W., Liu, Z., Jiang, W., Cui, X. (2020). Effect of metallic-waste aggregates on microwave self-healing performances of asphalt mixtures. Construction and Building Materials, 246, 118510. https://doi.org/10.1016/j.conbuildmat.2020.118510
  10. Liu, Q., Schlangen, E., van de Ven, M. F. C., van Bochove, G., van Montfort, J. (2012). Predicting the Performance of the Induction Healing Porous Asphalt Test Section. 7th RILEM International Conference on Cracking in Pavements, 1081–1089. https://doi.org/10.1007/978-94-007-4566-7_103
  11. Liu, Q., Schlangen, E., van de Ven, M., van Bochove, G., van Montfort, J. (2012). Evaluation of the induction healing effect of porous asphalt concrete through four point bending fatigue test. Construction and Building Materials, 29, 403–409. https://doi.org/10.1016/j.conbuildmat.2011.10.058
  12. Vila-Cortavitarte, M., Jato-Espino, D., Castro-Fresno, D., Calzada-Pérez, M. Á. (2018). Self-Healing Capacity of Asphalt Mixtures Including By-Products Both as Aggregates and Heating Inductors. Materials, 11 (5), 800. https://doi.org/10.3390/ma11050800
  13. Li, H., Yu, J., Wu, S., Liu, Q., Li, Y., Wu, Y., Xu, H. (2019). Investigation of the Effect of Induction Heating on Asphalt Binder Aging in Steel Fibers Modified Asphalt Concrete. Materials, 12 (7), 1067. https://doi.org/10.3390/ma12071067
  14. Kaseer, F., Yin, F., Arámbula-Mercado, E., Epps Martin, A., Daniel, J. S., Salari, S. (2018). Development of an index to evaluate the cracking potential of asphalt mixtures using the semi-circular bending test. Construction and Building Materials, 167, 286–298. https://doi.org/10.1016/j.conbuildmat.2018.02.014
Identifying the effect of the hydrated lime on self-healing steel slag stone mastic asphalt using the induction heating method in tropical conditions

Downloads

Published

2025-04-30

How to Cite

Irawati, I., Djakfar, L., Arifin, M. Z., Sabarudin, A., Dewi, I. C., & Palgunadi, I. (2025). Identifying the effect of the hydrated lime on self-healing steel slag stone mastic asphalt using the induction heating method in tropical conditions. Eastern-European Journal of Enterprise Technologies, 2(6 (134), 33–43. https://doi.org/10.15587/1729-4061.2025.325722

Issue

Vol. 2 No. 6 (134) (2025): Technology organic and inorganic substances

Section

Technology organic and inorganic substances

License

Copyright (c) 2025 Irawati Irawati, Ludfi Djakfar, Muhammad Zainul Arifin, Akhmad Sabarudin, Ilanka Cahya Dewi, Irawan Palgunadi

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

The consolidation and conditions for the transfer of copyright (identification of authorship) is carried out in the License Agreement. In particular, the authors reserve the right to the authorship of their manuscript and transfer the first publication of this work to the journal under the terms of the Creative Commons CC BY license. At the same time, they have the right to conclude on their own additional agreements concerning the non-exclusive distribution of the work in the form in which it was published by this journal, but provided that the link to the first publication of the article in this journal is preserved.

A license agreement is a document in which the author warrants that he/she owns all copyright for the work (manuscript, article, etc.).
The authors, signing the License Agreement with TECHNOLOGY CENTER PC, have all rights to the further use of their work, provided that they link to our edition in which the work was published.
According to the terms of the License Agreement, the Publisher TECHNOLOGY CENTER PC does not take away your copyrights and receives permission from the authors to use and dissemination of the publication through the world's scientific resources (own electronic resources, scientometric databases, repositories, libraries, etc.).
In the absence of a signed License Agreement or in the absence of this agreement of identifiers allowing to identify the identity of the author, the editors have no right to work with the manuscript.
It is important to remember that there is another type of agreement between authors and publishers – when copyright is transferred from the authors to the publisher. In this case, the authors lose ownership of their work and may not use it in any way.