A comprehensive review on the application of microbially induced calcite precipitation (MICP) technique in soil erosion mitigation as a sustainable and environmentally friendly approach

IF 6 Q1 ENGINEERING, MULTIDISCIPLINARY
Meghdad Payan, Moein Khoshdel Sangdeh, Mahdi Salimi, Payam Zanganeh Ranjbar, Mahyar Arabani, Iman Hosseinpour
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Abstract

Erosion is regarded as a significant global concern caused by the inferior engineering characteristics of soils, encompassing their susceptibility to collapse and high porosity as well as their limited strength. These attributes render soils prone to the adverse consequences of erosion, which can have far-reaching implications for the environment, infrastructure, and human settlements. In order to counteract the detrimental effects of erosion, a range of engineering strategies have been devised, with the most innovative and sustainable approach being the microbially induced calcite precipitation (MICP) technique. This review article investigates past studies on the MICP technique as a potential sustainable stabilization method for controlling different kinds of erosion, including wind erosion, rainfall erosion, coastal erosion, internal erosion, and jet erosion. This comprehensive review first examines the various factors that affect the MICP method in controlling soil erosion, underscoring the significance of integrating supplementary chemical, mechanical, and ecological approaches with this biomediated approach. The study then delves into the effectiveness of the MICP method for erosion mitigation through an in-depth discussion of real-world applications and the durability of MICP-treated soils under harsh climatic conditions, such as freeze-thaw and wet-dry cycles. In addition, the study also highlights the existing limitations and challenges associated with stabilizing erosive soils using the MICP technique, including environmental and economic aspects. By identifying these limitations, the review sets the stage for future research opportunities to overcome the current barriers and further advance the application of MICP for effective soil erosion mitigation. The current research contributes to advancing MICP as an effective and sustainable solution for soil erosion control.
微生物诱导方解石沉淀(MICP)技术作为一种可持续的环保方法在缓解土壤侵蚀方面的应用综述
侵蚀被认为是全球关注的一个重大问题,其原因是土壤的工程特性较差,包括易塌陷、孔隙率高和强度有限。这些特性使得土壤容易受到侵蚀的不利影响,从而对环境、基础设施和人类住区产生深远的影响。为了抵御侵蚀的不利影响,人们设计了一系列工程策略,其中最具创新性和可持续性的方法是微生物诱导方解石沉淀(MICP)技术。这篇综述文章调查了过去对微生物诱导方解石沉淀技术的研究,该技术是一种潜在的可持续稳定方法,可用于控制不同类型的侵蚀,包括风蚀、降雨侵蚀、海岸侵蚀、内部侵蚀和喷射侵蚀。这篇综合评论首先探讨了影响 MICP 方法控制土壤侵蚀的各种因素,强调了将化学、机械和生态辅助方法与这种生物修复方法相结合的重要性。然后,该研究通过深入讨论实际应用以及经 MICP 处理的土壤在冻融和干湿循环等恶劣气候条件下的耐久性,深入探讨了 MICP 法在缓解侵蚀方面的有效性。此外,该研究还强调了与使用 MICP 技术稳定侵蚀性土壤相关的现有限制和挑战,包括环境和经济方面。通过确定这些局限性,本综述为未来的研究机会奠定了基础,以克服当前的障碍,进一步推动 MICP 在有效缓解土壤侵蚀方面的应用。当前的研究有助于推动 MICP 成为有效和可持续的土壤侵蚀控制解决方案。
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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来源期刊
Results in Engineering
Results in Engineering Engineering-Engineering (all)
CiteScore
5.80
自引率
34.00%
发文量
441
审稿时长
47 days
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