Garlic extract addition for soil improvement at various temperatures using enzyme-induced carbonate precipitation (EICP) method

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Journal of Rock Mechanics and Geotechnical Engineering Pub Date : 2023-12-01 DOI:10.1016/j.jrmge.2023.03.018
Hengxing Wang, Xiaohao Sun, Linchang Miao, Ziming Cao, Xin Guo
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Abstract

Enzyme-induced carbonate precipitation (EICP) is an emerging technique to improve the soil and most studies are carried out at room temperature. However, considering some foundations are in high-temperature environments (>40 °C), the higher urease activity at high temperature results in the solidification inhomogeneity, limiting the application of EICP. The higher urease activity at high temperature hampers the application of EICP because of solidification inhomogeneity. The garlic extract has been used as a type of urease inhibitor in medical science and food engineering. Here, we propose to use it to control urease activity for sand solidification at high temperature. The effects of garlic extract addition on urease activity and precipitation rates for calcium carbonate (CaCO3) were studied. Extra tests were conducted to study the effect of garlic extract addition on the solidification homogeneity. The results showed that the garlic extract addition significantly decreased urease activity. To reduce the rate of CaCO3 precipitation at different temperatures, a suitable concentration of garlic extract was necessary to obtain a suitable urease activity. In the sand solidification test, garlic extract addition resulted in a smaller difference in sonic time values or CaCO3 contents at different parts of samples. The improved solidification homogeneity can achieve higher strength. The correlation between sonic time values and CaCO3 content was higher than that between CaCO3 content and strength. Appropriate concentrations of garlic extract were obtained at 35 °C, 40 °C, 45 °C, 50 °C, and 55 °C. The proposed garlic extract addition method was significant to improve the homogeneity of solidified soil in practical engineering applications.

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酶促碳酸盐沉淀法在不同温度下添加大蒜提取物改良土壤
酶促碳酸盐沉淀(EICP)是一种新兴的改良土壤的技术,大多数研究都是在室温下进行的。但考虑到部分地基处于高温环境(40℃),较高的脲酶活性会导致固化不均匀性,限制了EICP的应用。高温下较高的脲酶活性由于凝固不均匀性阻碍了EICP的应用。大蒜提取物已作为一种脲酶抑制剂在医学和食品工程中得到广泛应用。在此,我们建议用它来控制高温固化砂土的脲酶活性。研究了大蒜提取物对尿素酶活性和碳酸钙沉淀率的影响。进一步研究了大蒜提取物对凝固均匀性的影响。结果表明,大蒜提取物显著降低了脲酶活性。为了降低不同温度下CaCO3的沉淀速率,需要适当浓度的大蒜提取物来获得合适的脲酶活性。在砂固化试验中,大蒜提取物的加入对试样不同部位的声波时间值和CaCO3含量的影响较小。改善的凝固均匀性可以获得更高的强度。声波时间值与CaCO3含量的相关性高于CaCO3含量与强度的相关性。分别在35°C、40°C、45°C、50°C和55°C条件下获得适当浓度的大蒜提取物。提出的大蒜提取物添加方法对改善固化土的均匀性具有实际工程应用意义。
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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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