An experimental investigation on mitigating cracks and augmenting the endurance of concrete structures in marine environment by bio-mortar immobilised with halophilic bacteria

dc.contributor.authorBaby, B.
dc.contributor.authorPalanisamy, T.
dc.date.accessioned2026-02-04T12:25:09Z
dc.date.issued2024
dc.description.abstractIn coastal areas, built structures encounter hostile conditions and forces that can cause them to deteriorate over time owing to saltwater exposure, tidal forces, reinforcement corrosion, and freeze–thaw cycles. Early age cracks in such structures accelerate the rate of deterioration, and the current research focuses on alleviating such threats. This paper evaluates the performance of a self-healing mortar made by encapsulating expanded perlite with the bacterium Halobacillus Halophilus MCC2188. Mortar cube specimens of size 70.6 mm × 70.6 mm× 70.6 mm were prepared with cement: fine aggregate in 1:3 ratios. A 10% volume of the fine aggregate fraction was substituted with the expanded perlite immobilised with bacterial spores and nutrients. The expanded perlite aggregates were coated with sodium silicate and cement solution to protect the spores from the nonconducive environment. The specimens were subjected to fully and partially submerged marine water curing. The mechanical properties and self-healing potential were evaluated, and the precipitated polymorphs in completely healed cracks were identified and examined by characterisation techniques such as XRD, FEGSEM, FTIR, and TGA-DTG. The marine bacterium under investigation can tolerate the high salt concentrations commonly found in seawater and saline marshy soil and produce calcite through the metabolism of organic compounds, making it a suitable microorganism for self-healing applications. Crack widths of up to 0.84 mm and 92.79% average strength recovery were achieved in 56 days post-cracking, and the pace of healing was quicker in partially submerged curing conditions. The results showed improved self-healing, strength regain and mechanical strength and proved to be an efficient tool for enhancing the endurance of biomortar in severe marine exposure conditions. © 2024 Elsevier Ltd
dc.identifier.citationConstruction and Building Materials, 2024, 414, , pp. -
dc.identifier.issn9500618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2023.134834
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/21281
dc.publisherElsevier Ltd
dc.subjectAggregates
dc.subjectBacteria
dc.subjectCalcite
dc.subjectCements
dc.subjectCracks
dc.subjectCuring
dc.subjectDeterioration
dc.subjectDurability
dc.subjectElectrochemical corrosion
dc.subjectMarine applications
dc.subjectReinforcement
dc.subjectSeawater corrosion
dc.subjectSelf-healing materials
dc.subjectSilicates
dc.subjectSodium compounds
dc.subjectBiomortar
dc.subjectCalcite precipitation
dc.subjectCrack-width
dc.subjectExpanded perlite
dc.subjectExperimental investigations
dc.subjectFine aggregates
dc.subjectHalophilic bacteria
dc.subjectMarine environment
dc.subjectMicrobially induced calcite precipitation
dc.subjectSelf-healing
dc.subjectMortar
dc.titleAn experimental investigation on mitigating cracks and augmenting the endurance of concrete structures in marine environment by bio-mortar immobilised with halophilic bacteria

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