Probing the Abyss: Bacteria-based self-healing in cementitious construction materials – A Review

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2024-11-16 DOI:10.1016/j.conbuildmat.2024.139054
Trupti Sharma , Anirban Banerjee , Prakash Nanthagopalan
{"title":"Probing the Abyss: Bacteria-based self-healing in cementitious construction materials – A Review","authors":"Trupti Sharma ,&nbsp;Anirban Banerjee ,&nbsp;Prakash Nanthagopalan","doi":"10.1016/j.conbuildmat.2024.139054","DOIUrl":null,"url":null,"abstract":"<div><div>The inclusion of bacteria in developing advanced, self-sensing, and self-healing cement-based materials in crack healing is a sustainable and innovative approach in Civil Engineering applications. As a response to the surrounding environment, the bacterial metabolism leads to microbially induced calcium carbonate precipitation (MICCP). This phenomenon is mostly prevalent with genus <em>Bacillus</em> and other genera. Bacteria being ubiquitous, survive in different environmental conditions, and can precipitate calcium carbonate through different biochemical pathways. Largely, (ureolytic) and (non-ureolytic) bacteria are studied for calcium carbonate precipitation in the cracks and heal them sustainably. Though immense work has been done and published in this domain, the technology transfer from lab-scale to meso-scale has been inefficient due to various factors. Primarily, the bacteria’s specific growth conditions such as optimum pH, temperature, humidity, oxygen availability could limit the translation of this technology to the real-world. Secondly, parameters such as water quality used for mixing of the cementitious materials, curing conditions, incubation time and temperature, and humidity vary from lab to lab causing diverse observations. Thirdly, the BBSHCM's formulation with lab-grade chemicals is expensive. The researchers are exploring alternative nutrient substitutes. Enormous literature ranging from meso to macro-scale studies has been published. This review is a wide-ranging effort to compile the knowledge from published literature on the roles of ureolytic and non-ureolytic bacteria in calcite formation, the problems associated with the delivery of bio-healants at the site of damage, impact of MICCP bacteria on the healing ability and mechanical properties of cementitious material, studies from various field trials, and the economic viability of these systems are discussed and summarised at the end. The aim is to present a comprehensive understanding of the concept of bacteria-based self-healing cementitious material (BBSHCM). To conclude, the variations in results and prospects are recognized and proposed in the final section.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"455 ","pages":"Article 139054"},"PeriodicalIF":7.4000,"publicationDate":"2024-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061824041965","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

The inclusion of bacteria in developing advanced, self-sensing, and self-healing cement-based materials in crack healing is a sustainable and innovative approach in Civil Engineering applications. As a response to the surrounding environment, the bacterial metabolism leads to microbially induced calcium carbonate precipitation (MICCP). This phenomenon is mostly prevalent with genus Bacillus and other genera. Bacteria being ubiquitous, survive in different environmental conditions, and can precipitate calcium carbonate through different biochemical pathways. Largely, (ureolytic) and (non-ureolytic) bacteria are studied for calcium carbonate precipitation in the cracks and heal them sustainably. Though immense work has been done and published in this domain, the technology transfer from lab-scale to meso-scale has been inefficient due to various factors. Primarily, the bacteria’s specific growth conditions such as optimum pH, temperature, humidity, oxygen availability could limit the translation of this technology to the real-world. Secondly, parameters such as water quality used for mixing of the cementitious materials, curing conditions, incubation time and temperature, and humidity vary from lab to lab causing diverse observations. Thirdly, the BBSHCM's formulation with lab-grade chemicals is expensive. The researchers are exploring alternative nutrient substitutes. Enormous literature ranging from meso to macro-scale studies has been published. This review is a wide-ranging effort to compile the knowledge from published literature on the roles of ureolytic and non-ureolytic bacteria in calcite formation, the problems associated with the delivery of bio-healants at the site of damage, impact of MICCP bacteria on the healing ability and mechanical properties of cementitious material, studies from various field trials, and the economic viability of these systems are discussed and summarised at the end. The aim is to present a comprehensive understanding of the concept of bacteria-based self-healing cementitious material (BBSHCM). To conclude, the variations in results and prospects are recognized and proposed in the final section.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
探索深渊:基于细菌的水泥基建筑材料自愈合 - 综述
在开发先进的自感应和自修复水泥基裂缝愈合材料时加入细菌,是土木工程应用中一种可持续的创新方法。作为对周围环境的反应,细菌的新陈代谢会导致微生物诱导碳酸钙沉淀(MICCP)。这种现象主要发生在芽孢杆菌属和其他属中。细菌无处不在,能在不同的环境条件下生存,并能通过不同的生化途径沉淀碳酸钙。人们主要研究(尿素分解)和(非尿素分解)细菌在裂缝中沉淀碳酸钙并持续愈合裂缝的作用。虽然在这一领域已经做了大量工作并发表了论文,但由于各种因素,从实验室规模到中观规模的技术转让一直效率低下。首先,细菌的特定生长条件(如最佳 pH 值、温度、湿度、氧气可用性)会限制该技术在现实世界中的应用。其次,不同实验室的水泥基材料混合水质、固化条件、培养时间、温度和湿度等参数各不相同,导致观察结果也不尽相同。第三,BBSHCM 的实验室级化学品配方价格昂贵。研究人员正在探索其他营养替代品。从中观到宏观研究的大量文献已经出版。本综述广泛收集了已发表文献中关于尿解和非尿解细菌在方解石形成过程中的作用、生物修复剂在损伤部位的输送相关问题、MICCP 细菌对水泥基材料愈合能力和机械性能的影响、各种现场试验研究的知识,并在最后讨论和总结了这些系统的经济可行性。目的是全面介绍基于细菌的自愈合水泥基材料(BBSHCM)的概念。最后,在最后一节中对结果和前景的变化进行了总结和建议。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
期刊最新文献
Durability against cyclic wetting-drying of cement-stabilized loess subgrade for railway in tropical semi-arid regions Lightweight, high-strength, thermal- and sound-insulating reed scraps/portland cement composite using extruded resin particles Concrete mix design: Optimizing recycled asphalt pavement in Portland cement concrete A multidisciplinary evaluation of mixtures of municipal solid waste incineration bottom ash and mine tailings for sustainable geotechnical solutions Dynamic splitting tensile properties of crumb rubber modified ultra-high performance engineered cementitious composites (UHP-ECC)
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1