碳酸钙
生物矿化
生物地球化学循环
碳酸盐
环境科学
工程类
化学工程
化学
环境化学
有机化学
作者
Adrienne J. Phillips,Robin Gerlach,Ellen G. Lauchnor,Andrew C. Mitchell,Alfred B. Cunningham,Lee H. Spangler
出处
期刊:Biofouling
[Taylor & Francis]
日期:2013-06-27
卷期号:29 (6): 715-733
被引量:457
标识
DOI:10.1080/08927014.2013.796550
摘要
Microbially-induced calcium carbonate (CaCO3) precipitation (MICP) is a widely explored and promising technology for use in various engineering applications. In this review, CaCO3 precipitation induced via urea hydrolysis (ureolysis) is examined for improving construction materials, cementing porous media, hydraulic control, and remediating environmental concerns. The control of MICP is explored through the manipulation of three factors: (1) the ureolytic activity (of microorganisms), (2) the reaction and transport rates of substrates, and (3) the saturation conditions of carbonate minerals. Many combinations of these factors have been researched to spatially and temporally control precipitation. This review discusses how optimization of MICP is attempted for different engineering applications in an effort to highlight the key research and development questions necessary to move MICP technologies toward commercial scale applications.
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