Proceedings of the 8th International Conference on Engineering Research, Innovation, and Education 2025 (ICERIE 2025)

Performance Evaluation of Bituminous Mix Using Eggshell Powder as Partial Replacement of Filler Material

Authors
Sabbir Mahamud1, *, Ismail Hossain1, Azam Khan1
1Chittagong University of Engineering & Technology, Chittagong, 4349, Bangladesh
*Corresponding author. Email: apurbo1801126@gmail.com
Corresponding Author
Sabbir Mahamud
Available Online 18 November 2025.
DOI
10.2991/978-94-6463-884-4_40How to use a DOI?
Keywords
Flexible pavement; Eggshells; Water sensitivity; Rutting; Sustainable
Abstract

A well-built road network is essential for national integration, industrial progress, and economic prosperity. Ninety-five percent of Bangladesh’s paved roads are made of flexible pavements since they are inexpensive to construct. These traditional asphalt pavements are prone to rutting, stripping, and moisture damage and require a lot of upkeep. Finding alternatives to traditional methods of strengthening asphaltic pavements is therefore necessary. Every year, about 100 million tons of eggshells are produced globally. Unfortunately, as eggshells are thrown out with regular trash, most of them ended up in landfills. The goal of the study is to enhance asphalt pavement while lowering waste and environmental issues by substituting eggshells for part of the filler in bituminous mix design. The Marshall Mix Design method is used to determine the optimum bitumen content for conventional and eggshell-mixed asphalt. The eggshell mixed sample and traditional sample underwent a water sensitivity analysis. Both retained Marshall stability testing and indirect tensile strength (ITS) testing are applied to evaluate moisture resistance. The findings demonstrate that the resilience and stability of the pavement are improved by partially substituting eggshell powder for filler in asphalt mixtures. The results show that in terms of stability and strength retention, the eggshell-mixed sample performs better than the neat bituminous sample. Additionally, displaying improved resistance to rutting, the eggshell mixed sample suggests that asphaltic pavement can be improved in an environmentally acceptable manner. The optimum bitumen content and performance metrics suggest that eggshell powder can effectively contribute to the development of sustainable road infrastructure.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 8th International Conference on Engineering Research, Innovation, and Education 2025 (ICERIE 2025)
Series
Advances in Engineering Research
Publication Date
18 November 2025
ISBN
978-94-6463-884-4
ISSN
2352-5401
DOI
10.2991/978-94-6463-884-4_40How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Sabbir Mahamud
AU  - Ismail Hossain
AU  - Azam Khan
PY  - 2025
DA  - 2025/11/18
TI  - Performance Evaluation of Bituminous Mix Using Eggshell Powder as Partial Replacement of Filler Material
BT  - Proceedings of the 8th International Conference on Engineering Research, Innovation, and Education 2025 (ICERIE 2025)
PB  - Atlantis Press
SP  - 333
EP  - 341
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-884-4_40
DO  - 10.2991/978-94-6463-884-4_40
ID  - Mahamud2025
ER  -