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张宇, 张庆, 王逸杰, 蔡国军, 董晓强, 杜延军, 蒋宁俊. 原位激发微生物矿化处理铅污染土的工程特性与环境安全性研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230749
引用本文: 张宇, 张庆, 王逸杰, 蔡国军, 董晓强, 杜延军, 蒋宁俊. 原位激发微生物矿化处理铅污染土的工程特性与环境安全性研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230749
Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230749
Citation: Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230749

原位激发微生物矿化处理铅污染土的工程特性与环境安全性研究

Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil

  • 摘要: 随着城市化进程的加速,重金属污染场地的修复、开发和再利用日益受到社会关注。以典型重金属污染物铅为研究对象,利用原位激发微生物矿化方法探究了铅浓度对土壤酸碱度、活菌数以及尿素和铵根浓度等细菌活性指标的影响,通过测试固化土的无侧限抗压强度、渗透系数和毒性浸出浓度,评估了铅污染土的固化效果。结果表明,原位激发方法可以实现低铅浓度污染土中脲酶菌的富集,激发7d后土中活菌数最高可达到109 CFU/g数量级,但高浓度的铅污染物将显著抑制微生物的生长与活性。原位激发MICP处理铅污染土的强度和防渗性均随固化时间呈增长趋势,其中40 mM铅污染土固化14d的强度大幅提高,渗透系数可降低至6.5×10-6 m/s。铅的浸出浓度随固化时间均不断降低,低铅浓度污染土固化14d后在中性或弱酸性环境下的浸出浓度可低于0.1 mg/L。根据固化铅污染土的工程特性与环境安全性试验结果,结合环境扫描电镜(SEM)、能谱分析(EDS)、X射线衍射(XRD)和微生物16s全基因组重测序等手段,揭示了原位激发微生物矿化处理铅污染土的固化机理。

     

    Abstract: With the acceleration of urbanization, the remediation, development, and reuse of heavy metal contaminated sites have attracted increasing attention. Taking the typical heavy metal contaminant lead as the research object, the effects of lead concentration on bacterial activity indexes such as soil pH, viable cell number, urea and ammonium concentration were investigated by biostimulated MICP method. The unconfined compressive strength, permeability, and toxicity leaching concentration of the solidified lead-contaminated soil were used to evaluate the solidification effect. The findings demonstrated that the biostimulation method could realize the enrichment of ureolytic bacteria in low lead concentration contaminated soils. The viable cell number could reach 109 CFU/g after 7 days of enrichment, but the high concentration of lead contaminants would significantly inhibit the growth and activity of microorganisms. The strength and impermeability showed an increasing trend with solidifying time, and the strength of 40 mM lead-contaminated soil increased significantly and the permeability coefficient could be decreased to 6.5×10-6 m/s after solidifying for 14 days. The leaching concentration also reduced with solidifying time, and the leaching concentration of low lead concentration contaminated soil solidified for 14 days can be lower than 0.1 mg/L in neutral or weakly acidic environment. Based on the engineering properties and environmental safety tests, the solidification mechanism of lead-contaminated soil treated by biostimulated MICP was revealed by combining scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), X-ray diffraction (XRD) and microbial 16s whole genome resequencing.

     

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