Influence of calcium sources on strength and self-healing characteristics of bacterial concrete

Concrete cracking poses significant challenges for infrastructure longevity, leading to costly maintenance and structural weaknesses. This research investigates a sustainable solution using Microbially Induced Calcium Carbonate Precipitation (MICP) with Bacillus subtilis, a non-ureolytic bacterial agent, for autonomous crack repair. Alongside M20 grade concrete samples, bacterial concrete specimens were prepared in this study by incorporating three calcium-based precursors-calcium lactate, calcium nitrate, and calcium formate at varying dosages (1%, 2%, and 3% by weight of cement). These precursors stimulate the calcite formation during bio-calcification. Strength performance and self-healing behavior of induced pre-crack widths were evaluated over 91 days, with durability assessments including water absorption, porosity (28 days), and drying shrinkage over 91 days. Results showed that adding calcium precursors did not adversely affect strength. Notably, bacterial concrete with 1% calcium formate showed 31.1% strength increase, while 1% calcium lactate and 2% calcium nitrate achieved 18% and 28% improvements respectively, compared to conventional concrete specimens at 91 days. Samples with 3% calcium formate dosage achieved the lowest porosity (6.1%), which corresponded to the maximum compressive strength of 62MPa through effective pore filling. Remarkably, 1% calcium formate completely healed 2mm crack width by day 91. Scanning Electron Microscopy (SEM), Energy-Dispersive X-ray Spectroscopy (EDS), Fourier Transform Infrared spectroscopy (FTIR), and X-ray diffraction (XRD) analyses confirmed enhanced calcite precipitation and microstructural densification in optimal specimens, particularly with calcium formate. Non-ureolytic microbial systems enhance both strength and crack healing abilities establishing calcium formate at 1% dosage as the optimal precursor, providing a promising, resilient, self-sustaining construction material.

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Publication Details

Journal
Research on Engineering Structures and Materials
Published
2025-01-01
DOI
https://doi.org/10.17515/resm2025-926ma0525rs
Primary Topic
Microbial Applications in Construction Materials
Type
article
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article

Influence of calcium sources on strength and self-healing characteristics of bacterial concrete

Malasani Potharaju, Venkata Giridhar Poosarla, Kanaka Durga Sambhana, Gouthami Patnaik Palter
Research on Engineering Structures and Materials
Microbial Applications in Construction Materials
article

Influence of calcium sources on strength and self-healing characteristics of bacterial concrete

Malasani Potharaju, Venkata Giridhar Poosarla, Kanaka Durga Sambhana, Gouthami Patnaik Palter
article en

Abstract

Concrete cracking poses significant challenges for infrastructure longevity, leading to costly maintenance and structural weaknesses. This research investigates a sustainable solution using Microbially Induced Calcium Carbonate Precipitation (MICP) with Bacillus subtilis, a non-ureolytic bacterial agent, for autonomous crack repair. Alongside M20 grade concrete samples, bacterial concrete specimens were prepared in this study by incorporating three calcium-based precursors-calcium lactate, calcium nitrate, and calcium formate at varying dosages (1%, 2%, and 3% by weight of cement). These precursors stimulate the calcite formation during bio-calcification. Strength performance and self-healing behavior of induced pre-crack widths were evaluated over 91 days, with durability assessments including water absorption, porosity (28 days), and drying shrinkage over 91 days. Results showed that adding calcium precursors did not adversely affect strength. Notably, bacterial concrete with 1% calcium formate showed 31.1% strength increase, while 1% calcium lactate and 2% calcium nitrate achieved 18% and 28% improvements respectively, compared to conventional concrete specimens at 91 days. Samples with 3% calcium formate dosage achieved the lowest porosity (6.1%), which corresponded to the maximum compressive strength of 62MPa through effective pore filling. Remarkably, 1% calcium formate completely healed 2mm crack width by day 91. Scanning Electron Microscopy (SEM), Energy-Dispersive X-ray Spectroscopy (EDS), Fourier Transform Infrared spectroscopy (FTIR), and X-ray diffraction (XRD) analyses confirmed enhanced calcite precipitation and microstructural densification in optimal specimens, particularly with calcium formate. Non-ureolytic microbial systems enhance both strength and crack healing abilities establishing calcium formate at 1% dosage as the optimal precursor, providing a promising, resilient, self-sustaining construction material.

Research on Engineering Structures and Materials
Openalex Percentile: Top 83%
Microbial Applications in Construction Materials
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Influence of calcium sources on strength and self-healing characteristics of bacterial concrete — Malasani Potharaju, Venkata Giridhar Poosarla, et al. · Research on Engineering Structures and Materials (2025) | TGRS Research Map | TGRS