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Geosynthetic clay liner

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Title: Geosynthetic clay liner  
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Subject: Geotechnical engineering, GCL, Landfill, Composite liner, Bentonite
Collection: Geotechnical Engineering, Landfill
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Geosynthetic clay liner

Different types of fabric used for geosynthetic clay liners.

A geosynthetic clay liner (GCL) is a woven fabric-like material, primarily used for the lining of landfills. It is a kind of geomembrane and geosynthetic, which incorporates a bentonite or other clay, which has a very low hydraulic conductivity. The resulting lower permeability slows the rate of seepage out of the landfill. Due to environmental laws, any seepage from landfills must be collected and properly disposed of, otherwise contamination of the surrounding ground water could cause major environmental and/or ecological problems. The lower the hydraulic conductivity the more effective the GCL will be at retaining seepage inside of the landfill. Bentonite composed predominantly (>70%) of montmorillonite or other expansive clays, are preferred and most commonly used in GCLs. A general GCL construction would consist of two layers of geosynthetics stitched together enclosing a layer of processed sodium bentonite. Typically, woven and/or non-woven textile geosynthetics are used, however polyethylene or geomembrane layers or geogrid geotextiles materials have also been incorporated into the design or in place of a textile layer to increase strength. GCLs are produced by several large companies in North America, Europe, and Asia. The United States Environmental Protection Agency currently regulates landfill construction and design in the US through several legislations.[1][2]

Contents

  • History 1
  • Other names 2
  • Function 3
  • References 4

History

The use of GCLs as a separate category of geosynthetics appears to have been in the United States in 1988 in solid waste containment as a backup to a geomembrane. The product was Claymax which is bentonite mixed with an adhesive so as to bond the clay between two geotextiles; one below (the carrier textile) and the other above (the cover textile) the bentonite in the center. About the same time a different product in Germany, Bentofix, was manufactured by placing bentonite powder between two geotextiles and then needle punching the three-components system together.

Other names

Other names used for GCLs since their initiation are “clay blankets”, “bentonite blankets”, “bentonite mats”, “prefabricated bentonite clay blankets” and “clay geosynthetic barriers”, the latter currently favored by the International Organization for Standardization (ISO).

Function

The engineering function of a GCL is containment as a hydraulic barrier to water, leachate or other liquids and sometimes gases. As such, they are used as replacements for either compacted clay liners or geomembranes, or they are used in a composite manner to augment the more traditional liner materials. The ultimate in liner security is probably a three component composite geomembrane/geosynthetic clay liner/compacted clay liner which has seen use as a landfill liner on many occasions.

Differences between geosynthetic clay liners (GCL) and compacted clay liners (CCL)
Characteristic Geosynthetic Clay Liners (GCL) Compacted Clay Liners (CCL)
Material Bentonite clay, adhesives, geotextiles and/or geomembranes Native soils or blends of soil and bentonite clay
Construction Factory manufactured and then installed in the field Construction and/or amended in the field
Thickness ~ 6 mm 300 to 900 mm
Hydraulic conductivity of clay[3] 10−10 to 10−12 m/s 10−9 to 10−10 m/s
Speed and ease of construction Rapid, simple installation Slow, delicate and complicated compaction works
Installed cost $0.05 to $0.10 per m2 Highly variable (estimated range $0.07 to $0.30 per m2)
Experience Construction quality assurance and quality control are critical Highly workforce dependent

References

  1. ^ EPA (2001) Geosynthetic clay liners used in municipal solid waste landfills. EPA530-F-97-002 Fact Sheet revised December 2001
  2. ^ Koerner, R.M. (2012). Designing with geosynthetics (6th ed.). Xlibris Publishing Co. p. 914. 
  3. ^ Shackelford, C.D.; Sevick, G.W.; Eykholt, G.R. (2010). "Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions". Geotextiles and Geomembranes 28 (2): 149–162.  


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