Microbially induced carbonate precipitation (MICP) for soil strengthening: A comprehensive review

Tianzheng Fu , Alexandra Clarà Saracho , Stuart Kenneth Haigh
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引用次数: 27

Abstract

Geotechnical research has been yearning for revolutionary innovations that could bring breakthroughs to conventional practices, especially at a time when energy efficiency and environmental sustainability are of unprecedented importance in the field. Recently, exciting opportunities emerged utilising microorganisms, the ubiquitous soil dwellers, to provide solutions to many geotechnical problems, prompting the development of the new, multidisciplinary subject of biogeotechnics. Research interest has been centred on the use of microbially induced carbonate precipitation (MICP) to improve the engineering properties of soils. The present work aims to comprehensively review the progress of more than a decade of research on the application of MICP in soil strengthening. Through elucidation of underlying mechanisms, compilation and interpretation of experimental findings, and in-depth discussion on pivotal aspects, with reference made to key published studies, a holistic picture of the state of the art of MICP-based soil strengthening is drawn. Current knowledge gaps are identified, and suggestions for future research are given, along with the opportunities and challenges that lie ahead of practically implementing this technique in real-world geotechnical applications.

微生物诱导碳酸盐降水(MICP)加固土壤:综述
岩土工程研究一直渴望革命性的创新,能够为传统实践带来突破,尤其是在能源效率和环境可持续性在该领域具有前所未有的重要性的时候。最近,利用微生物(无处不在的土壤居民)为许多岩土工程问题提供解决方案的令人兴奋的机会出现了,这推动了生物技术这一新的多学科学科的发展。研究兴趣集中在使用微生物诱导的碳酸盐沉淀(MICP)来改善土壤的工程性质上。本工作旨在全面回顾十多年来MICP在土壤加固中的应用研究进展。通过阐明潜在机制,汇编和解释实验结果,并深入讨论关键方面,参考已发表的关键研究,全面了解了基于MICP的土壤加固技术的现状。确定了当前的知识差距,并对未来的研究提出了建议,同时指出了在现实世界的岩土工程应用中实际实施这项技术所面临的机遇和挑战。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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