Frozen enzyme EICP method for more effective soil improvement

IF 5.6 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Acta Geotechnica Pub Date : 2024-05-14 DOI:10.1007/s11440-024-02348-2
Samuel Ng, Jian Chu
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Abstract

Enzyme-induced calcite precipitation (EICP) is one of the emerging soil improvement methods. However, when plant-based enzyme is used, the urease enzyme harvested from plants cannot be stored long. This affects large-scale applications of this method. This paper presents a new method that not only enables urease enzyme to be stored for a long duration, but also improves significantly the effectiveness and efficiency of EICP for soil improvement. In this method, the storage duration of soybean derived urease enzyme is prolonged by storing it at negative 20 degrees. The experimental results indicated that the frozen-stored urease enzyme had an activity of 326% higher than that of fresh enzyme. The shear strength of a fine sand treated using the frozen-stored enzyme is 238.8% higher than that using a normal EICP method. Thus, the frozen method not only overcomes the enzyme storage problem, but also offers a much-improved EICP method. The reasons for the higher urease activity and improved strength enhancement are also explained in this paper.

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冷冻酶 EICP 法更有效地改良土壤
酶诱导方解石沉淀法(EICP)是一种新兴的土壤改良方法。然而,在使用植物酶时,从植物中提取的脲酶不能长期储存。这影响了这种方法的大规模应用。本文提出了一种新方法,它不仅能使脲酶长时间储存,还能显著提高 EICP 在土壤改良中的效果和效率。在这种方法中,大豆提取的脲酶通过在负 20 度的环境中储存,延长了脲酶的储存时间。实验结果表明,冷冻储存的脲酶活性比新鲜酶高出 326%。使用冷冻储存酶处理的细砂的剪切强度比使用普通 EICP 方法处理的细砂高 238.8%。因此,冷冻法不仅克服了酶的储存问题,还大大改进了 EICP 方法。本文还解释了脲酶活性提高和强度增强改善的原因。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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