The physical and mechanical properties of recycled aggregates strengthened by enzyme induced carbonate precipitation

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Yuru Chen , Angran Tian , Xinyu Luo , Yu Zhou , Qiang Tang , Satoru Kawasaki
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Abstract

Enzyme induced carbonate precipitation (EICP) which applied to improve the quality of recycled aggregates (RA) is a novel technology in the field of civil engineering. The urease was extracted from soybean, and the factors including soybean powder concentration, temperature and pH value on urease activity were investigated. Then the EICP reaction kinetics was carried out to obtain the most suitable reaction environment. A spraying method instead of soaking method for modifying RA was proposed, and the physical and mechanical properties of RA were evaluated by water absorption, hardness, apparent density and crushing index. The results show that the optimum pH value of soybean urease is 8.0, the concentration of soybean power is 40 g/L, and the urease activity increases with temperature in the range of 10–50 °C. Spraying method was better than soaking method in water absorption reduction rate of RA with different particle sizes. When the concentration of the chemical solution is 0.5 mol/L, the improvement in the water absorption characteristics of the RA is most significant. And the modified RA have also undergone substantial improvements in terms of hardness and apparent density. On the 7-day of modification, the crushing index of the RA reaches the peak. Through microscopic observation, the pore volume of the modified RA is significantly reduced, and the content of CaCO3 is significantly increased, and the main crystalline form of CaCO3 are calcite and vaterite.

酶诱导碳酸盐沉淀强化再生骨料的物理力学性能
酶诱导碳酸盐沉淀(EICP)是一种用于提高再生骨料(RA)质量的新技术。以大豆为原料提取脲酶,考察了豆粉浓度、温度和pH值等因素对脲酶活性的影响。然后进行EICP反应动力学分析,得到最适宜的反应环境。提出了用喷涂法代替浸泡法对RA进行改性,并通过吸水性、硬度、表观密度和破碎指数对RA的物理力学性能进行了评价。结果表明,大豆脲酶的最适pH值为8.0,大豆粉浓度为40 g/L,脲酶活性在10 ~ 50℃范围内随温度升高而升高。不同粒径RA的吸水率均优于浸泡法。当化学溶液浓度为0.5 mol/L时,RA的吸水性能改善最为显著。改性后的RA在硬度和表观密度方面也有了很大的改善。改性后第7天,RA的破碎指数达到峰值。通过显微观察,改性后的RA孔隙体积明显减小,CaCO3含量明显增加,CaCO3的主要晶型为方解石和水晶石。
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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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