岩土力学 ›› 2025, Vol. 46 ›› Issue (9): 2738-2748.doi: 10.16285/j.rsm.2024.1302CSTR: 32223.14.j.rsm.2024.1302

• 基础理论与实验研究 • 上一篇    下一篇

陕西黄土重金属污染分析与黄土/膨润土隔离墙处治初探

吴子龙1,俞韬1,闫超2,邓永锋3,胡广青4, 5, 高宇航4, 5,王璋6,王力1   

  1. 1. 西安科技大学 建筑与土木工程学院,陕西 西安 710054;2. 安徽建筑大学 土木工程学院,安徽 合肥 230601; 3. 东南大学 交通学院,江苏 南京 211189;4. 安徽省煤田地质局勘查研究院,安徽 合肥 230088; 5. 安徽省绿色矿山工程研究中心,安徽 合肥 230088;6. 中国电建集团西北勘测设计研究院有限公司,陕西 西安 710065
  • 收稿日期:2024-10-22 接受日期:2025-04-28 出版日期:2025-09-10 发布日期:2025-09-04
  • 作者简介:吴子龙,男,1990年生,博士,副教授,主要从事岩土工程方面研究工作。E-mail: xustwzl@xust.edu.cn
  • 基金资助:
    国家自然科学基金(No.42302324);陕西省自然科学基金(No.2022JQ-307);安徽省智能地下探测技术研究院开放基金(No.AHPZY2023ZR01);安徽省绿色矿山工程研究中心开放基金(No.AGMERC-23KC-09)。

Analysis of loess heavy metal pollution in Shaanxi Province and a preliminary study on treatment of loess/bentonite cutoff walls

WU Zi-long1, YU Tao1, YAN Chao2, DENG Yong-feng3, HU Guang-qing4, 5, GAO Yu-hang4, 5, WANG Zhang6, WANG Li1   

  1. 1. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054, China; 2. College of Civil Engineering, Anhui Jianzhu University, Hefei, Anhui 230601, China; 3. School of Transportation, Southeast University, Nanjing, Jiangsu 211189, China; 4. Exploration Research Institute of Anhui Coalfield Geology Bureau, Hefei, Anhui 230088, China; 5. Anhui Green Mine Engineering Research Center, Hefei, Anhui 230088, China; 6. China Power Construction Northwest Survey and Design Institute Co., Ltd., Xi’an, Shaanxi 710065, China
  • Received:2024-10-22 Accepted:2025-04-28 Online:2025-09-10 Published:2025-09-04
  • Supported by:
    This work was supported by the National Science Foundation of China (42302324), the National Science Foundation of Shaanxi (2022JQ-307), the Fund of Anhui Intelligent Underground Detection Technology Institute (AHPZY2023ZR01) and the Fund of Anhui Green Mining Engineering Center (AGMERC-23KC-09).

摘要: 陕西黄土受到不同程度的重金属污染,污染区主要位于陕西关中地带。此外,黄土中主要的重金属离子为铅离子、铜离子、镍离子、镉离子及砷离子,其中铅离子浓度最高,最高浓度达545.6 mg/kg。为防止已污场地污染扩散,拟采用黄土/膨润土隔离墙对场地进行隔离,为此通过试验研究了隔离墙的渗透与防污阻滞性。结果表明,随着隔离墙中膨润土掺量的增加,墙体渗透系数k和防污阻滞系数Cad均大幅降低。为便于隔离墙后续工程设计,提出了定量表征公式,用于预测k与Cad。基于表征公式计算了为达到墙体渗透要求时的最低膨润土掺量,数值为28.52%,超过了工程规定值,因此需对膨润土进行改性处理。与此同时,隔离墙在污染液渗流过程中存在胶体迁移,诱发污染离子扩散与墙体防污阻滞系数降低。后续研究中应针对隔离墙中的胶体,研发一种廉价改性材料,主要用于提高其细度和降低其迁移性,这样才能在降低隔离墙渗透系数和提高防污阻滞系数的同时,还能避免胶体迁移诱发的污染扩散问题。

关键词: 黄土重金属污染, 黄土/膨润土隔离墙, 渗透与防污阻滞性, 定量表征, 胶体迁移

Abstract: The loess in Shaanxi Province exhibits heavy metal contamination, primarily concentrated in the Guanzhong region. In addition, the main heavy metal ions in loess are Pb, Cu, Ni, Cd and As. Among them, the Pb concentration is the highest, reaching up to 545.6 mg/kg. To mitigate pollution spread at contaminated sites, a loess/bentonite cutoff wall was implemented, and its hydraulic conductivity and pollution retardation behavior were experimentally investigated. Experimental results demonstrate that increasing bentonite content in the cutoff wall significantly reduces both hydraulic conductivity (k) and pollution retardation coefficient (Cad). To aid in subsequent engineering design, quantitative models for predicting k and Cad were formulated. Using this characterization, the minimum bentonite addition required to meet cutoff wall permeability standards was calculated (28.52%), exceeding the project’s specified value. Consequently, bentonite modification is necessary. Simultaneously, colloid migration during polluted liquid seepage through the cutoff wall was identified, contributing to pollution diffusion and pollution retardation coefficient reduction. Consequently, subsequent research should focus on developing a cost-effective modified material to enhance colloid fineness and reduce its mobility within the cutoff wall. This approach would reduce hydraulic conductivity, improve pollution retardation coefficient, and prevent pollution spread caused by colloid migration.

Key words: loess heavy metal pollution, loess/bentonite cutoff wall, hydraulic and pollution prevention retardation behavior, quantitative characterization, colloid migration

中图分类号: TU444
[1] 张岩, 汪进超, 刘厚成, 郭启军, . 基于定向声波扫描的钻孔围岩隐伏溶洞表征与分析方法[J]. 岩土力学, 2024, 45(5): 1435-1445.
[2] KOZHEVNIKOV V. Evgenii, TURBAKOV S. Mikhail, RIABOKON P. Evgenii, GLADKIKH A. Evgeniy, POPLYGIN V. Vladimir, GUZEV A. Mikhail, . 基于现场试井数据和岩心驱替试验的采油初期渗透率演化规律[J]. 岩土力学, 2023, 44(3): 834-842.
[3] 骆赵刚, 汪时机, 杨振北, . 膨胀土湿干胀缩裂隙演化及其定量分析[J]. 岩土力学, 2020, 41(7): 2313-2323.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!