• DocumentCode
    3248037
  • Title

    Hydraulic conductivity of clay liners under wet-dry cycling: State of the art

  • Author

    He Jun ; Song Guihong

  • Author_Institution
    Coll. of Civil & Archit. Eng., Hubei Univ. of Technol., Wuhan, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    4174
  • Lastpage
    4177
  • Abstract
    After being constructed or during being used, desiccation cracks might have great effect on hydraulic conductivity of clay liner. Based on a literature review of the studies on hydraulic conductivity of clay liners under the condition of wet-dry cycling, crack study method is presented. The effect of material characteristics, test method, and test condition on hydraulic conductivity is analyzed. Test method of hydraulic conductivity for cracked liner need to be research. Rigid wall permeameter might be a reasonable method as long as problems such as sidewall leakage and saturation can be solved. Theoretical analysis of hydraulic conductivity based on quantitative description of crack might be a useful method to avoid the diversity from test method. For hydraulic performance of high plasticity compacted clay liner and geosynthetic clay liner, the common action of dry-wet cycling, ion exchange, and stress state should be study.
  • Keywords
    clay; cracks; geotechnical engineering; hydrology; materials testing; plasticity; desiccation cracks; geosynthetic clay liner; high-plasticity compacted clay liner; hydraulic conductivity; ion exchange; material characteristics; material test method; rigid wall permeameter; test condition; wet-dry cycling; Conductivity; Digital images; Foundries; Geology; Soil; Stress; Water pollution; clay liner; crack; hydraulic conductivity; wet-dry cycling;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775799
  • Filename
    5775799