Effect of Triton X-100 on Improving Urease Activity of Sporosarcina Pasteurii
XIAO Yao, DENG Huafeng*, LI Jianlin, XIONG Yu, CHENG Lei
Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University, Yichang 443002, Hubei, China
Abstract: Microbially induced carbonate precipitation (MICP) technology is a new green reinforcement technology developed in recent years. How to improve the reinforcement efficiency of MICP has always been a focus of scholars’ attention. This work focuses on the principle of urease produced by Sporosarcina pasteurii and the characteristics of non-ionic surfactant. The experiment of improving MICP efficiency with non-ionic surfactant Triton X-100 was designed. The results showed that:(Ⅰ) based on the results of single factor experiment, response surface experiment was designed to analyze and determine the optimal treatment conditions of the surfactant, namely, the dosage was 1.37%, the treatment time was 5.02 h, the treatment temperature was 34.28 ℃, and the ratio of bacteria to cementation solution was 1∶2.11;(Ⅱ) the calcium carbonate content and unconfined compressive strength of the solidified body increased by 25.48% and 22.83% respectively after the calcareous sand was reinforced by Sporosarcina pasteurii under the optimal conditions;(Ⅲ) the non-ionic surfactant Triton X-100 increases the permeability of the cell membrane of Sporosarcina pasteurii. On the one hand, more intracellular urease is released to the outside of the cell, while more urea enters the cell, which promotes the hydrolysis of urea and the formation rate of carbonate. On the other hand, the calcium carbonate gel structure generates with bacteria as the core more compact. Under the effect of these two aspects, the MICP efficiency is effectively improved. Relevant ideas and research results can provide new reference and ideas for the improvement of MICP reinforcement effect.
通讯作者:
邓华锋,三峡大学土木与建筑学院教授、博士研究生导师。2002年武汉水利电力大学(宜昌)建筑工程专业本科毕业,2005年三峡大学土木水电专业硕士毕业后到三峡大学工作至今,2010年武汉大学水利电力专业博士毕业。目前主要从事水电工程边坡变形与稳定分析、库岸边坡水岩相互作用机理及卸荷岩体力学试验与理论等方面的研究工作。授权专利150余项,发表论文200余篇,包括《岩土力学》《岩石力学与工程学报》、Bulletin of Engineering Geology and the Environment、Scientific Reports等。dhf8010@ctgu.edu.cn
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