Review on microbial induced calcite precipitation mechanisms leading to bacterial selection for microbial concrete

被引：137

作者：

Mondal, Sandip ^{[1
]}

Ghosh, Aparna ^{[1
]}

机构：

[1] Indian Inst Engn Sci & Technol, Dept Civil Engn, Howrah 711103, W Bengal, India

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2019年 / 225卷

关键词：

Microbial concrete; MICP mechanisms; Self-healing; Bacterial selection; SELF-HEALING AGENT; CARBONATE PRECIPITATION; COMPRESSIVE STRENGTH; SURFACE-TREATMENT; CHLORIDE PERMEABILITY; PERMEATION PROPERTIES; POTENTIAL APPLICATION; BACILLUS-MEGATERIUM; FLY-ASH; MORTAR;

D O I：

10.1016/j.conbuildmat.2019.07.122

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

There are various mechanisms through which bacteria precipitate calcium carbonate, out of which a few have been recognised for application in concrete for crack healing. This paper first presents a review of work carried out on microbial concrete from the viewpoint of microbial induced carbonate precipitation (MICP) mechanisms. The mechanisms so far applied to concrete have limitations, especially with regard to their applicability to structures exposed to different environmental conditions. The paper considers the issue and presents a consolidated study of all the known MICP mechanisms, highlighting their associated advantages and disadvantages, for use in concrete structures. Based on this, guidelines are provided for the selection of the most suitable bacteria for natural crack remediation of a concrete structure exposed to a particular environment. Apart from crack healing, the study also throws light on some significant additional benefits of certain MICP mechanisms for use in concrete. (C) 2019 Elsevier Ltd. All rights reserved.

引用

页码：67 / 75

页数：9

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