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黄麻纤维对微生物诱导碳酸钙沉淀过程及生物胶结砂性能的影响

Effect of Jute Fibres on the Process of MICP and Properties of Biocemented Sand.

作者信息

Spencer Christine Ann, van Paassen Leon, Sass Henrik

机构信息

School of Engineering, Cardiff University, Cardiff CF24 3AA, UK.

Center for Bio-Mediated and Bio-Inspired Geotechnics (CBBG), Arizona State University, Tempe, AZ 85287-3005, USA.

出版信息

Materials (Basel). 2020 Nov 28;13(23):5429. doi: 10.3390/ma13235429.

DOI:10.3390/ma13235429
PMID:33260644
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC7729919/
Abstract

There has been increasing interest, in the past decade, in bio-mediated approaches to soil improvement for geotechnical applications. Microbially induced calcium carbonate precipitation (MICP) has been investigated as a potentially sustainable method for the strengthening and stabilisation of soil structures. This paper presents the results of a study on the effect of jute fibres on both the MICP process and properties of biocemented sand. Ureolytic has been used to produce biocemented soil columns via MICP in the laboratory. Results showed that columns containing 0.75% (by weight of sand) untreated jute fibres had unconfined compressive strengths approximately six times greater on average compared to biocemented sand columns without jute fibres. Furthermore, efficiency of chemical conversion was found to be higher in columns containing jute fibres, as measured using ion chromatography. Columns containing jute had calcimeter measured CaCO contents at least three times those containing sand only. The results showed that incorporation of jute fibres into the biocemented sand material had a beneficial effect, resulting in stimulation of bacterial activity, thus sustaining the MICP process during the twelve-day treatment process. This study also explores the potential of jute fibres in self-healing MICP systems.

摘要

在过去十年中,生物介导的岩土工程土壤改良方法越来越受到关注。微生物诱导碳酸钙沉淀(MICP)已被研究作为一种潜在的可持续方法,用于加固和稳定土壤结构。本文介绍了一项关于黄麻纤维对MICP过程和生物胶结砂性能影响的研究结果。在实验室中,已使用尿素分解法通过MICP生产生物胶结土柱。结果表明,与不含黄麻纤维的生物胶结砂柱相比,含有0.75%(按砂的重量计)未处理黄麻纤维的柱平均无侧限抗压强度大约高六倍。此外,使用离子色谱法测量发现,含有黄麻纤维的柱中化学转化效率更高。含有黄麻的柱经钙含量计测量的碳酸钙含量至少是仅含砂柱的三倍。结果表明,将黄麻纤维掺入生物胶结砂材料中具有有益效果,可刺激细菌活性,从而在为期12天的处理过程中维持MICP过程。本研究还探讨了黄麻纤维在自修复MICP系统中的潜力。

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