B. Shi, et al., (2003) Environmental geotechnical prob-lems and their treatment of municipal sanitary landfills in the southeast of China, Journal of Disaster prevention and Mitigation Engineering, 23(4), 91-97.

has been cited by the following article:

• TITLE: Research on anti-seepage properties of geosynthetic clay lines in landfills

  AUTHORS: Xiao-Bo Xiong, Guo-Qing Gui, Shu-Zhi Ma

  KEYWORDS: Landfills; GCLs; Lines System; Lmpervious Barrier; Experimental Analysis

  JOURNAL NAME: Journal of Biomedical Science and Engineering, Vol.2 No.4, August 17, 2009

  ABSTRACT: In recent years, geosynthetic Clay liners (GCLs) are widely used in different kinds of anti-seep-age projects and the anti-seepage availabilities of GCLs are regarded as increasingly important by engineers. Anti-seepage effectiveness of GCLs involves at least two aspects, such as Hydraulic conductivity of GCLs under engi-neering practice conditions, and Absorption ability of bentonite in GCLs in the course of liq-uid permeation. In this paper, Hydraulic con-ductivity tests are performed to obtain seepage coefficient of GCLs, taking liquids such as dis-tilled, deioned water and landfill leachate, and solutions with single-species cation as the hy-dration and permeation liquid. The results Show that cation valence, cation concentration and hydration ionic radius in hydration and permea-tion liquids have influences on hydraulic con-ductivity of GCLs.