Abstract

Concrete cracking is inevitable, coupled with increased permeability, exacerbating the adverse impacts of atmospheric conditions and chemical attacks. Calcium carbonate precipitation resulting from certain microorganisms’ metabolism is a novel approach that can self-heal the cracks and improve concrete properties. In this study, the development and effect of bacteria Bacillus cohnii on crack healing, regained compressive strength after pre-cracking, sorptivity, water absorption, and concrete microstructures were investigated. For this purpose, a Bacillus cohnii bacterial concentration of 105 cells/mL was used as a water replacement in the concrete mixtures. Two methods subsequently cured the prepared concrete specimens: wet–dry (W-D) cycle and full-wet (F-W). In the wet–dry cycle, the cast specimens were immersed in water for 24 h and then kept at room temperature for 24 h, which was considered as one cycle; this process was repeated for 28 days. In the full-wet curing, specimens were immersed in water for 28 days. However, the curing water was changed every 24 h to facilitate the essential oxygen supply for bacterial activity to precipitate calcium carbonate. The results revealed that 90% and 88% surface healing was noticed in full-wet and full-dry pre-cracked specimens at 28 days.

Highlights

  • Concrete dominates the construction sector globally because of its low cost, durability, enhanced compressive strength, thermal mass, and versatility

  • The results showed that the average decrease in chloride permeability and water absorption was about 20% and 10%, respectively, while the compressive intensity increased by 20% [21,22]

  • Bacteria are usually categorized based on studies of their morphological and biochemical characteristics

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Summary

Introduction

Concrete dominates the construction sector globally because of its low cost, durability, enhanced compressive strength, thermal mass, and versatility. A matter of grave concern is vulnerability to failure due to invariable cracks under service resulting from general loading, drying shrinkage, creep, and thermal stress [1]. These cracks offer paths for ingress for aggressive chemicals and fluids, impairing the embedded reinforcing steel or cement matrix. Self-healing of cracks is a process involving solid substance formation inside the cracks due to chemical or physical reaction, obstructing the path for migration of aggressive agents. A substitute method of repairing cracks through microbially mineralized deposition has been widespread in developing concretes due to its easy application and low maintenance cost [2]

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