Recent development on optimization of bio-cementation for soil stabilization and wind erosion control

Jia He, Yang Liu, Lingxiao Liu, Boyang Yan, Liangliang Li, Hao Meng, Lei Hang, Yongshuai Qi, Min Wu, Yufeng Gao
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引用次数: 2

Abstract

This paper reviews and analyzes recent research development on bio-cementation for soil stabilization and wind erosion control. Bio-cement is a type of cementitious materials by adopting natural biological processes for geotechnical and construction applications. Bio-cementation is usually achieved through microbially- or enzyme-induced carbonate precipitation (MICP or EICP). The use of soybean urease can be a cost-effective solution for carbonate precipitation and bio-cementation, which is named SICP. The produced calcium carbonate can cement soil particles and bring considerable strength improvement to soils. In this paper, the mechanisms and recent development on the technology optimization are reviewed first. The optimization of bio-cementation involves 1) altering the treatment materials and procedures such as using lysed cells, low pH, the salting-out technique; and 2) using cheap and waste materials for bio-cement treatment and bacterial cultivation. The objectives are to improve treatment uniformity and efficiency, use bio-cement in more scenarios such as fine-grain soils, and reduce costs and environmental impacts, etc. Studies on the mechanical behaviour and wind erosion performances of bio-cemented soil show that the wind erosion resistance can be improved significantly through the bio-cement treatment. In addition, the use of optimized method and additives such as xanthan gum and fibers can further enhance the strength, treatment uniformity or ductility of the bio-cemented soils. Attention should be paid to wind forces with saltating particles which have much stronger destructive effect than pure wind, which should be considered in laboratory tests. Field studies indicate that bio-cement can improve soil surface strength and wind erosion resistances effectively. Besides, local plants can germinate and grow on bio-cemented soil ground with low-concentration treatments.

生物胶结土稳定与风蚀防治优化研究进展
本文综述和分析了近年来生物胶结技术在土壤稳定和风蚀治理方面的研究进展。生物水泥是一种采用天然生物工艺在岩土工程和建筑工程中应用的胶凝材料。生物胶结通常通过微生物或酶诱导的碳酸盐沉淀(MICP或EICP)实现。大豆脲酶是一种经济高效的碳酸盐沉淀和生物胶结解决方案,被称为SICP。生产的碳酸钙可以水泥化土壤颗粒,并显著提高土壤强度。本文首先对技术优化的机理和最新进展进行了综述。生物胶结的优化包括1)改变处理材料和程序,如使用裂解细胞、低pH、盐析技术;和2)使用廉价和废弃的材料进行生物水泥处理和细菌培养。其目的是提高处理的均匀性和效率,在细粒土等更多场景中使用生物水泥,降低成本和环境影响等。对生物水泥土的力学性能和风蚀性能的研究表明,通过生物水泥处理可以显著提高其抗风蚀性。此外,使用优化的方法和添加剂,如黄原胶和纤维,可以进一步提高生物水泥土的强度、处理均匀性或延展性。应注意带有跳跃颗粒的风力,这种风力的破坏力比纯风强得多,应在实验室测试中予以考虑。现场研究表明,生物水泥能有效提高土壤表面强度和抗风蚀能力。此外,当地植物可以在低浓度处理的生物水泥地面上发芽和生长。
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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