Experimental evaluation shows improved mechanical performance in self-healing concrete with Bacillus subtilis and sisal fibers, indicating better long-term strength.
Self-healing concrete provides an eco-efficient approach for restoring cracks through autonomous repair, reducing maintenance demands and enhancing long-term durability. This study evaluates concrete incorporating Bacillus subtilis bacteria and sisal fibers to examine their individual and combined effects on mechanical performance and microstructural development. Bacterial cells at a concentration of 2 × 108 CFU/mL were introduced with calcium lactate as a nutrient source at varying dosages, while sisal fibers were added at a volume fraction of 0.9%. Concrete mixes containing 0%, 2.5%, and 5% bacterial content were tested under fresh-water curing. Compressive, splitting tensile, and flexural strengths were assessed at multiple ages, accompanied by SEM and EDS analyses to investigate healing products and microstructural alterations. Bacteria-enhanced mixes demonstrated improved long-term compressive behavior, with B5/5/1 reaching 50.1 MPa at 56 days, while higher bacterial content slightly reduced early-age strength but benefited later performance. Incorporating sisal fibers consistently improved mechanical resistance, notably in combination with bacteria. The SB5/5/1 mix achieved 55.2 MPa at 56 days, representing a 30% gain over the control. Tensile strength was particularly influenced by fibers, with SB10/5/1 recording 6.3 MPa at 56 days (≈70% increase). Flexural strength results similarly highlighted the superior behavior of hybrid systems, where SB10/5/1 attained 9.2 MPa (+67%), reflecting enhanced self-healing efficiency even under challenging curing conditions.
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Al-jabali et al. (2025) studied this question.
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