Answers are grounded in this paper and cite their sources.
Reveals enhanced acid resistance and self-healing in geopolymer concrete with Shewanella oneidensis, suggesting improved durability for sewer infrastructure.
Durability of cementitious materials in sewer infrastructure is greatly affected by sulphuric acid attack and cracking. A low-calcium fly ash-based geopolymer concrete (GPC) enhanced with Shewanella oneidensis, a dissimilatory metal-reducing bacterium (DMRB), was tested for its resistance to acid in simulated sewer conditions and its self-healing crack-sealing abilities. Specimens were submerged in 3% H₂SO₄ (pH 0.66) for 60 days; crack-healing was also observed over 32 days through bacterial surface coating. The properties were examined using mass-loss, electrical resistivity, chloride migration, capillary water absorption, and microscopic characterisation using SEM-EDS, XRD, FTIR, and XRF. Bio-modified specimens showed greater strength development (42.41 vs. 39.22 MPa at 60 days), better post-acid strength retention (26.20 vs. 18.92 MPa; 38.5% advantage), lower percentage mass loss (0.6% vs. 1.9%), lower chloride migration coefficient (1.05 × 10⁻ 1 ⁰ vs. 1.09 × 10⁻ 1 ⁰ m 2 /s), and higher residual electrical resistivity (3.6 vs. 3.0 kΩ·cm). During acid attack, the surface showed dissolution and formation of gypsum-carbonate reaction layers, typical of diffusion-driven deterioration in low-calcium systems; ICP-OES of the acid leachate confirmed all monitored elements were below detection limits, consistent with precipitation-dominated leaching. Microstructural analysis confirmed the retention of Fe and Ca phases and the formation of carbonate crystals in bio-treated specimens. Crack repair analysis indicated calcium carbonate crystals forming at crack interfaces in both bio-treated and coated samples, with crack-closing ratios reaching up to 0.08 in surface-coated specimens, where capillary absorption was also reduced compared to controls. Bio-modification enhances acid resistance under simulated sewer conditions and enables autonomous crack sealing under standard water-immersion conditions, with potential for sustainable sewer infrastructure applications.
No takes yet. Share an insight, caveat, or question.
Vamkani et al. (2026) studied this question.
Synapse has enriched 10 related papers. Consider them for comparative context: