| Issue |
E3S Web Conf.
Volume 668, 2025
2025 International Conference on Structural and Civil Engineering (ICSCE 2025)
|
|
|---|---|---|
| Article Number | 03003 | |
| Number of page(s) | 5 | |
| Section | Development and Performance Evaluation of Sustainable Construction Materials | |
| DOI | https://doi.org/10.1051/e3sconf/202566803003 | |
| Published online | 27 November 2025 | |
Engineering Potential of Self-Healing Bioconcrete Incorporating Bacillus subtilis for Crack Repair
Ricardo Palma University, Faculty of Engineering, Lima 33, Peru
* Corresponding author: esther.vargas@urp.edu.pe
This paper presents an advanced characterization of self-healing bioconcrete enhanced with Bacillus subtilis, with the objective of evaluating its mechanical performance, self-healing capacity, underlying biological mechanisms, and economic viability. A systematic documentary review was conducted, synthesizing quantitative data from peer-reviewed studies, academic theses, and practical implementation reports. The findings reveal significant improvements in compressive strength and crack-sealing performance. Concentrations of up to 109 cells/ml have demonstrated the ability to heal cracks of 1 mm within 140 days, with some studies reporting healing of wider cracks under specific conditions. Despite its high initial cost—three to four times greater than conventional concrete—bioconcrete offers long-term benefits in durability and maintenance reduction. The study highlights the importance of life cycle assessments (LCA) and cost-benefit analyses for its optimal application in infrastructure. This study serves as a reference for future experimental research and sustainable implementation in infrastructure projects.
Key words: bioconcrete / bacteria / strength / compression / tension / bending
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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