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
Link To Document :
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