Microbially Induced Calcium Carbonate Precipitation Technique Progress and Review of Engineering Applications

Liang Shi-hua; Xie Yun-peng; Deng You-shu

doi:10.12052/gdutxb.230187

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Microbially Induced Calcium Carbonate Precipitation Technique Progress and Review of Engineering Applications

更新时间：2026-05-27

- Microbially Induced Calcium Carbonate Precipitation Technique Progress and Review of Engineering Applications
- Vol. 41, Issue 2, Pages: 11-22(2024)
- 作者机构：
  
  1. 广东工业大学土木与交通工程学院,广东,广州,510006
  2. 中铁隧道集团三处有限公司,广东,广州,510006
- 作者简介：
- 基金信息：
- DOI：10.12052/gdutxb.230187
  CLC： TU441
- Online First：25 March 2024，
  
  Published：2024
- 稿件说明：
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梁仕华, 谢运鹏, 邓尤术. 微生物诱导碳酸钙沉淀技术的工程应用进展与评述[J]. 广东工业大学学报, 2024, 41(2): 11-22.

Liang Shi-hua, Xie Yun-peng, Deng You-shu. Microbially Induced Calcium Carbonate Precipitation Technique Progress and Review of Engineering Applications[J]. 2024, 41(2): 11-22.
梁仕华, 谢运鹏, 邓尤术. 微生物诱导碳酸钙沉淀技术的工程应用进展与评述[J]. 广东工业大学学报, 2024, 41(2): 11-22. DOI： 10.12052/gdutxb.230187.

Liang Shi-hua, Xie Yun-peng, Deng You-shu. Microbially Induced Calcium Carbonate Precipitation Technique Progress and Review of Engineering Applications[J]. 2024, 41(2): 11-22. DOI： 10.12052/gdutxb.230187.

摘要

基于微生物诱导碳酸钙沉淀(Microbially Induced Calcium carbonate Precipitation，MICP) 技术的土体胶结固化技术是21世纪以来岩土工程、地质工程领域研究的热点之一。本文系统阐述了MICP技术的加固机理，从MICP加固效果和应用实践的角度出发，对MICP技术工程应用的研究现状进行评述。结果表明：MICP固化后的场地强度呈现出不均匀性明显、碳酸钙含量分布随深度递减的趋势；沙漠环境中，原位提取的菌种诱导生成的碳酸钙覆膜较传统的巴氏芽孢杆菌，具有更好的强度表现和稳定性；新型MICP技术应用(如微生物水泥、微生物砖) 在强度、耐久性上表现出良好的应用前景，有望为实现我国双碳目标注入新的活力。基于MICP技术碳酸钙沉淀特质的影响因素，现场尺度下如何提高碳酸钙分布的均匀性以及在季节性变化下的碳酸钙骨架的耐久性、不同环境下的固化效率改进方案应该成为日后研究的重中之重。

Abstract

Soil cementation and solidification

based on microbially induced calcium carbonate precipitation (MICP) technology

has emerged as research hotspots in geotechnical engineering and geological engineering since the 21st century. In this research

the reinforcement mechanism of MICP technology and the research status of the engineering application and the reinforcement effect and application practice are systematically described and reviewed. The results show that the strength of the site after MICP solidification shows an obvious non-uniformity

and the distribution of calcium carbonate content decreases with depth. In desert environment

the calcium carbonate coating induced by in-situ extraction of bacteria demonstrates superior strength and stability to the traditional Bacillus pasteurelli. The application of new MICP technology

such as microbial cement and microbial brick

shows promising prospects in terms of strength and durability

and new vitality into the realization of China’s double carbon goal. Addressing the factors affecting the precipitation characteristics of calcium carbonate by MICP technology

the uniformity of calcium carbonate distribution at field scale is enhanced

the durability of calcium carbonate skeleton under seasonal changes ensured

and curing efficiency under different environments improved

which should all be prioritized in future research.

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references

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