长江科学院院报 ›› 2023, Vol. 40 ›› Issue (3): 80-84.DOI: 10.11988/ckyyb.20211130

• 岩土工程 • 上一篇    下一篇

氯化钙溶液对红黏土渗透系数变化的影响

肖桂元1,2, 张达锦1, 雷云1, 朱杰茹1   

  1. 1.桂林理工大学 广西岩土力学与工程重点实验室,广西 桂林 541004;
    2.中国地质大学 工程学院, 武汉 430000
  • 收稿日期:2021-10-27 修回日期:2022-01-05 出版日期:2023-03-01 发布日期:2023-03-28
  • 作者简介:肖桂元(1976-),男,湖南衡阳人,教授,博士,主要从事防灾减灾等领域的教学与科研工作。E-mail:xiaoguiyuangit@163.com
  • 基金资助:
    国家自然科学基金项目(52169022)

Influence of Calcium Chloride Solution on the Variation of Permeability Coefficient of Red Clay

XIAO Gui-yuan1,2, ZHANG Da-jin1, LEI Yun1, ZHU Jie-ru1   

  1. 1. Guangxi Key Laboratory of Geotechnical Mechanics and Engineering, Guilin University of Technology, Guilin 541004, China;
    2. Faculty of Engineering, China University of Geosciences, Wuhan 430000, China
  • Received:2021-10-27 Revised:2022-01-05 Published:2023-03-01 Online:2023-03-28

摘要: 为探究CaCl2溶液对红黏土渗透系数的影响,通过X射线衍射(XRD)试验、渗透试验、热分析试验和扫描电镜(SEM),对红黏土试样受不同浓度(0.0、0.1、0.3、0.5、1.0 mol/L)的CaCl2溶液饱和后的渗透性进行了试验分析。结果表明:当孔隙溶液浓度从0.0 mol/L增加到0.5 mol/L时,红黏土的渗透系数先降低后升高;此后随着孔隙溶液浓度的增加,渗透系数呈下降趋势;利用热分析试验,得到红黏土在加入不同浓度CaCl2溶液后强结合水的含量,其强结合水含量的变化与红黏土渗透系数的变化有着紧密的联系;利用扫描电镜(SEM)观测了不同浓度CaCl2溶液下土样的微观结构,Ca2+增大了红黏土矿物结合水膜厚度,导致土的有效孔隙减少,从而降低了土体的渗透性。该研究成果可为红黏土作为隔离墙隔离污染物提供数据参考。

关键词: 红黏土, 氯化钙溶液, 渗透系数, XRD, 渗透试验, 热分析试验, SEM, 强结合水

Abstract: XRD test, permeability test, thermal analysis test and scanning electron microscope (SEM) were performed to investigate the effect of CaCl2 solution on the permeability coefficient of red clay. The red clay specimens were saturated by CaCl2 solutions of different concentrations (0.0, 0.1, 0.3, 0.5 and 1.0 mol/L). Results reveal that when the pore solution concentration increases from 0.0 mol/L to 0.5 mol/L, the permeability coefficient of red clay decreases before increasing. Afterwards, the permeability coefficient presents a decreasing trend with the increase of pore solution concentration. Through thermal analysis tests, the content of strongly bound water of red clay saturated with different concentrations of CaCl2 solution was obtained. The changes in the content of strongly bound water is closely related to the change of permeability coefficient of red clay. The microstructure of soil samples in different concentrations of CaCl2 solution was observed by scanning electron microscopy (SEM). Ca2+ increases the thickness of the mineral-bound water film of the red clay, which leads to the declining of effective pore space, thus reducing the permeability of the soil. The findings can be used as a data reference for the use of red clay as a barrier to isolate pollutants.

Key words: red clay, calcium chloride solution, permeability coefficient, XRD test, permeability test, thermal analysis test, strongly bound water

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