地下水污染,土-膨润土泥浆墙,活性炭,渗透性能,兼容性能
," /> 地下水污染,土-膨润土泥浆墙,活性炭,渗透性能,兼容性能
,"/> <span>Cutoff Phenol Polluted Groundwater with Activated Carbon Modified Soil-Bentonite Slurry Wall</span>

Journal of Jilin University(Earth Science Edition) ›› 2023, Vol. 53 ›› Issue (1): 251-260.doi: 10.13278/j.cnki.jjuese.20210235

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Cutoff Phenol Polluted Groundwater with Activated Carbon Modified Soil-Bentonite Slurry Wall

Li Qin1, Jia Zhuo2, Li Jiangang1, Tang Hongmei1, Zhan Cong1, Zhao Yongsheng3,4   

  1. 1. Institue of Energy Research, Jiangxi Academy of Sciences, Nanchang 330096, China

    2. School of Infrastructure Engineering, Nanchang University, Nanchang 330000, China

    3. College of New Energy and Environment, Jilin University, Changchun 130021, China

    4. National and Local Joint Engineering Laboratory for Petrochemical Contaminated Site Control and Remediation Technology, Jilin University, Changchun 130021, China

  • Received:2021-07-29 Online:2023-01-26 Published:2023-04-11

Abstract:

In order to increase the retardance of soil-bentonite slurry wall backfill materials to pollutants, activated carbon was used to modify it. Through slump test and simulation column experiments, the influence of activated carbon (AC) addition on the workability, permeability and compatibility of soil-bentonite slurry wall were studied, and the effect law of AC addition on the permeability and compatibility was clarified. The results indicated that the water content required to achieve a target slump increased with the AC content. The hydraulic conductivities of soil-bentonite slurry wall materials with 2%-10% AC were less than 1.0×10-7   cm/s, which met the requirement of hydraulic conductivity of vertical cut-off wall. When the content of AC was less than 2%, the addition of AC had no effect on the compatibility of the barrier materials with phenol solution. With the increase of the amount of AC, the adverse effect of phenol solution on the barrier materials was intensified. When the content of AC increased to 10%, the AC modified soil-bentonite slurry wall wasn not suitable for phenol contaminated groundwater environment.


Key words: polluted groundwater, soil-bentonite slurry wall, activated carbon, permeability, compatibility 

CLC Number: 

  • P66
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