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dc.contributor.authorShahid Ul Islam
dc.contributor.authorShakeel Ahmad Waseem
dc.date.accessioned2025-08-17T23:06:49Z
dc.date.available2025-08-17T23:06:49Z
dc.date.copyright8/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJSDCCC.SCENG-1628.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307922
dc.description.abstractThis study quantified the crack healing efficiency of hybrid fiber (polypropylene and glass fibers)-based bacterial concrete. Bacillus subtilis and Bacillus megaterium, supplemented with calcium lactate and yeast extract, were added to the concrete as a healing agents. In addition to the effectiveness of self-healing, the influence of three healing agent concentrations–105, 107, and 109  cells/mL—on the mechanical and durability properties of hybrid fiber concrete (HFC), was investigated. A significant enhancement of mechanical properties was observed due to the incorporation of self-healing agents in concrete, largely for bacterial concentrations of 105 and 107  cells/mL. Healing efficiency of the precracked specimens was determined using ultrasonic pulse velocity tests, digital image processing, and recovery of compressive strength after a 28-day healing period. The experimental results indicate that the use of HFC incorporating 107  cells/mL of Bacillus subtilis and HFC incorporating 107  cells/mL of Bacillus megaterium led to the maximum global crack closure ratio and the highest possible recovery of compressive strength. Field-emission scanning electron microscopy and X-ray diffraction suggested that the healing products contained a substantial quantity of calcium carbonate (CaCO3), thus confirming the microbially induced calcite precipitation. Lastly, the response surface methodology was used to develop models for the determination of compressive strength and global crack closure ratio. These models were optimized to account for various bacterial concentrations and healing periods.
dc.publisherAmerican Society of Civil Engineers
dc.titleSelf-Healing Assessment and Biresponse Optimization of Hybrid Fiber–Reinforced Bioconcrete
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue3
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-1628
dc.journal.fristpage04025039-1
dc.journal.lastpage04025039-20
dc.page20
dc.treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 003
dc.contenttypeFulltext


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