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contributor authorLakshmi Radhakumar
contributor authorSowmiyavalli Murugan
contributor authorJeyalakshm Sankaralingam
date accessioned2024-04-27T20:52:10Z
date available2024-04-27T20:52:10Z
date issued2023/12/01
identifier other10.1061-JMCEE7.MTENG-15986.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296135
description abstractCracking in concrete is a subject matter of the construction industry, and maintenance of infrastructure has gained strategic importance in the present scenario. Inspection, repair, and maintenance expenses are undesirable and unjustified from an environmental standpoint. According to research, this problem can be resolved by adding self-healing concrete (SHC) that has been made with the appropriate self-healing agents. The specific advantage of self-healing concrete is that it senses the crack formation of the concrete element cast using SHC and reacts to cure itself without human intervention. In this study, two different concrete healing mechanisms are compared, and the results of a thorough experimental investigation into self-healing concrete are presented. As healing agents, silica gel, a polymer-based gel, and Bacillus subtilis bacteria were used in separate trials of substitution by cement weight. The experimental verification of self-healing performance of silica gel and Bacillus subtilis bacteria was evaluated by the recovery of mechanical properties of the particular self-healing concrete. The ideal individual dosage of silica gel and subtilis bacteria for use in self-healing concrete as a self-healing agent of concrete cracks was inferred in this investigation based on the findings.
publisherASCE
titleComparative Study on the Strength Behavior of Self-Healing Concrete Using Silica Gel and Bacteria as Healing Agents
typeJournal Article
journal volume35
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15986
journal fristpage04023483-1
journal lastpage04023483-17
page17
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
contenttypeFulltext


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