Strength Behavior Analysis of Self-healing Concrete Using Bacteria and Silica Gel: A Comparative Study

Authors

  • Ramakrishnan Subramanian
    Affiliation

    Department of Civil Engineering, Sri Krishna College of Engineering and Technology, Kuniamuthur, Sugunapuram East, B.K. Pudur Post, 641008 Kuniamuthur, Coimbatore, Tamil Nadu, India

  • Sanjay Kesavan
    Affiliation

    Department of Civil Engineering, Sri Krishna College of Engineering and Technology, Kuniamuthur, Sugunapuram East, B.K. Pudur Post, 641008 Kuniamuthur, Coimbatore, Tamil Nadu, India

  • Sathrapathi Sevugaperumal
    Affiliation

    Department of Civil Engineering, Sri Krishna College of Engineering and Technology, Kuniamuthur, Sugunapuram East, B.K. Pudur Post, 641008 Kuniamuthur, Coimbatore, Tamil Nadu, India

  • Shanthanu Sivakumar
    Affiliation

    Department of Civil Engineering, Sri Krishna College of Engineering and Technology, Kuniamuthur, Sugunapuram East, B.K. Pudur Post, 641008 Kuniamuthur, Coimbatore, Tamil Nadu, India

https://doi.org/10.3311/PPci.24030

Abstract

Concrete cracking is a significant worry in the construction sector, and infrastructure maintenance is becoming increasingly important in the present landscape. The expenditures of inspections, repairs, and maintenance are not only unwelcome but also have negative environmental consequences. The availability of self-healing agents in self-healing concrete (SHC) may be handled in these conditions with solid integrations. Self-healing concrete has the specific benefit of detecting the emergence of fractures in SHC-made concrete pieces and initiating a self-repair process without human involvement. This paper compares two alternative concrete healing methods and offers the findings of a complete experimental examination of self-healing concrete. In this study, silica and polymer-based gels were used along with Bacillus subtilis bacteria in separate experiments as weight-based alternatives for cement. The mechanical properties of various concrete mixes were evaluated using the self-healing studies by silica-based polymers and bacillus bacteria. The optimum dose level has been identified for the usage of silica gel and bacillus bacteria in the concrete. These findings provide vital insights into deploying self-healing concrete and its potential to handle concrete cracking concerns more effectively.

Keywords:

cracks, self-healing agent, concrete, Bacillus subtilis, strength properties

Citation data from Crossref and Scopus

Published Online

2024-06-27

How to Cite

Subramanian, R., Kesavan, S., Sevugaperumal, S., Sivakumar, S. “Strength Behavior Analysis of Self-healing Concrete Using Bacteria and Silica Gel: A Comparative Study”, Periodica Polytechnica Civil Engineering, 2024. https://doi.org/10.3311/PPci.24030

Issue

Section

Research Article