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重金属污染物在黏土固化注浆帷幕中的运移规律
引用本文:陈永贵,邹银生,张可能,邓飞跃.重金属污染物在黏土固化注浆帷幕中的运移规律[J].岩土力学,2007,28(12):2583-2589.
作者姓名:陈永贵  邹银生  张可能  邓飞跃
作者单位:1. 长沙理工大学 岩土工程研究所 长沙410076;2. 湖南大学 土木工程学院 长沙 410082; 3. 中南大学 地学与环境工程学院 长沙 410083;4. 中南大学 化学化工学院 长沙 410083
基金项目:教育部高校骨干教师资助计划
摘    要:基于渗透和弥散作用,探讨了黏土固化注浆帷幕对污染物的阻滞机制,通过土柱试验,分析了注浆帷幕对重金属污染物的渗透性能和弥散性能,采用污染物运移过程数值模拟的一维对流-弥散计算模型,研究了重金属污染物在注浆帷幕中的运移规律。试验表明,不同的污染物质在黏土固化注浆帷幕中的渗透性能和弥散性能不同,镉的迁移速度大于铅。数值计算表明,注浆帷幕的厚度及其渗透性、弥散性和水力梯度等重要控制参数对重金属污染物在帷幕中的运移过程具有显著影响。

关 键 词:岩土力学  黏土  注浆  防渗  重金属  污染物  运移  
文章编号:1000-7598-(2007)12-2583-06
收稿时间:2005-11-14
修稿时间:2006-04-10

Heavy metals transport process through clay-solidified grouting curtain in waste landfills
CHEN Yong-gui,ZOU Yin-sheng,Zhang Ke-neng,Deng Fei-yue.Heavy metals transport process through clay-solidified grouting curtain in waste landfills[J].Rock and Soil Mechanics,2007,28(12):2583-2589.
Authors:CHEN Yong-gui  ZOU Yin-sheng  Zhang Ke-neng  Deng Fei-yue
Institution:1. Institute of Geotechnical Engineering, Changsha University of Science and Technology, Changsha 410076, China;2. College of Civil Engineering, Hunan University, Changsha 410082, China; 3.School of Geoscience and Environmental Engineering, Central South University, Changsha 410083, China; 4. School of Chemistry and Chemical Engineering, Central South University, Changsha 410083, China
Abstract:The permeability and diffusion are employed to analyze the retention mechanisms of clay-solidified grouting(CSG) curtain to contamination in landfill.Its permeability and diffusion capacities of CSG curtain to heavy metal cations are obtained by column test.Using 1D flow and transport model which can take convection and dispersion of wastes into consideration,the contaminants transport process through CSG curtain is evaluated.The test results show that the permeability and the diffusion capacities are different for different heavy metal cations;and transport velocity of cadmium is more quickly than lead.It is found that the most important factors affecting the transport process of heavy metals include the thickness,permeability,diffusion capacities and hydraulic gradient.
Keywords:rock and soil mechanics  clay  grouting  seepage  heavy metals  contaminants  transportation
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