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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM65441

Application of self healing technology in bituminous pavement construction

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM65441

Volume:

10 |

6 |

Jun 2026

Pages:

1-8

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM65441

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

Shubham kakade

Shubham kakade

Civil engineering

JSPM Narhe Technical Campus

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OS

Om Shinde

Civil engineering

JSPM Narhe Technical Campus

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RS

Rohit Shinde

Civil engineering

JSPM Narhe Technical Campus

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SS

Sujit Shinde

Civil engineering

JSPM Narhe Technical Campus

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Satyam Suryawanshi

Satyam Suryawanshi

Civil engineering

JSPM Narhe Technical Campus

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Mentors

PYKP

Prof. Y. K. Poul

Civil engineering

JSPM Narhe Technical Campus

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Abstract

Bituminous pavements are prone to deterioration due to repeated traffic loading, environmental effects, oxidation, and temperature fluctuations, leading to micro-cracks that eventually develop into major pavement failures. Self-healing bitumen technology has emerged as an innovative approach to enhance pavement durability and reduce maintenance costs. This study investigates the effectiveness of incorporating steel wool fibres and SBS polymer modifiers into VG30 bitumen to improve its self-healing characteristics. Steel fibres act as conductive elements that enable induction heating, allowing the bitumen to regain its original properties by closing micro-cracks through thermal activation, while polymer modification enhances elasticity, flexibility, and resistance to permanent deformation. The combined use of steel fibres and polymers was evaluated through softening point, penetration, ductility, viscosity, and Marshall Stability tests. Results indicate that the addition of steel fibres and polymers significantly improves the self-healing capacity, fatigue resistance, and service life of bituminous mixtures, with Marshall Stability increasing from an average of 1227 kg to about 1754 kg upon modification. The technology offers a sustainable and cost-effective solution for extending pavement life, reducing maintenance interventions, and improving road infrastructure performance.

KEYWORDS

Self-Healing Bitumen Steel Wool Fibre SBS Polymer Induction Heating Bituminous Pavement Marshall Stability Crack Healing

Cite This Article

Shubham kakade, Om Shinde, Rohit Shinde, Sujit Shinde, Satyam Suryawanshi, Prof. Y. K. Poul, "Application of self healing technology in bituminous pavement construction," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 6, pp. 1-8, Jun 2026. https://doi.org/10.55041/IJSREM65441

Full Article/Conclusion

This study demonstrates that the incorporation of steel wool fibres and SBS polymer modifiers in VG30 bitumen significantly enhances the self-healing behaviour of bituminous pavements. Steel fibres facilitate efficient heat transfer during induction heating, enabling closure of micro-cracks before they propagate into larger structural defects, while polymer modification improves flexibility, elasticity, and resistance to fatigue cracking and deformation. The combined effect of steel fibres and polymer resulted in a Marshall Stability improvement of nearly 43% over the unmodified mix, along with an estimated extension of pavement service life from 30 to 42 years and an overall life-cycle cost saving of approximately 10%. Self-healing bitumen technology therefore presents a promising advancement in sustainable pavement engineering by minimising repair costs, reducing material consumption, and improving road safety. Future research may focus on optimising fibre content, polymer dosage, and induction heating parameters to maximise healing efficiency under varying traffic and environmental conditions.

References

[1] Baumann, H., & Tillman, A.-M. (2003). The Hitch Hiker's Guide to LCA: An Orientation in LCA Methodology and Application. Göteborg: Studentlitteratur. [2] Butt, A. A., Mirzadeh, I., Toller, S., & Birgisson, B. (2012). Life Cycle Assessment Framework for Asphalt Pavements: Methods to Calculate and Allocate Energy of Binder and Additives. International Journal of Pavement Engineering. [3] D'Angelo, J. (2008). Warm Mix Asphalt: European Practice. Report No. FHWA-PL-08-007, Federal Highway Administration, Washington DC. [4] Das, P. K., Tasdemir, Y., & Birgisson, B. (2011). Evaluation of Fracture and Moisture Damage Performance of Wax Modified Asphalt Mixtures. Journal of Road Materials and Pavement Design. [5] Kringos, N. (Ed.) (2009). A Finite Element Based Chemo-Mechanics Model to Simulate Healing of Bituminous Materials. Chemo-Mechanics of Bituminous Materials. ISBN 978-94-90284-04-9. [6] Zhao, Y., & Machel, H. G. (2009). Determination of the Viscosities of Grosmont Reservoir Bitumen, Alberta, Canada. CSPG CSEG CWLS Convention, Calgary, Canada. [7] Bazyleva, A. B., Hasan, A., Fulem, M., Becerra, M., & Shaw, J. (2010). Bitumen and Heavy Oil Rheological Properties: Reconciliation with Viscosity Measurements. Journal of Chemical & Engineering Data, 55(3), 1389-1397. [8] Garcia, A., Bueno, M., Norambuena-Contreras, J., & Partl, M. N. (2013). Induction Healing of Dense Asphalt Concrete. Construction and Building Materials, 49, 1-7. [9] Menozzi, A., Garcia, A., Partl, M. N., Tebaldi, G., & Schuetz, P. (2015). Induction Healing of Fatigue Damage in Asphalt Test Samples. Construction and Building Materials, 74, 162-168. [10] Garcia, A., Norambuena-Contreras, J., Bueno, M., & Partl, M. N. (2014). Influence of Steel Wool Fibres on the Mechanical, Thermal and Healing Properties of Dense Asphalt Concrete. Journal of Testing and Evaluation, 42(5), 1107-1118.

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Publication Date

6/25/2026

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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