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  Geosynthetic Clay Liners (8)

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Geosynthetic Clay Liners and Long Term Slope Stability Open in a new windowLink Details
- Extensive technical paper describing the construction of geosynthetic clay liners (GCL), and highlighting the shear behaviour of GCLs to demonstrate their long-term slope stability. From Naue Fasertechnik GmbH. Authors: K.P. von Maubeuge and C.M. Quirk.
- http://www.bentofix.com/nsdata/p/waste2000_shear.pdf

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Geosynthetic Clay Liners Used in Municipal Solid Waste Landfills Open in a new windowLink Details
- Fact sheet from the US Environmental Protection Agency, describing new and innovative technologies and products that meet the performance standards of the Criteria for Municipal Solid Waste Landfills.
- http://www.epa.gov/epaoswer/non-hw/muncpl/landfill/geosyn.pdf

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Geosynthetic Clay Liners - Field Performance Open in a new windowLink Details
- Technical paper reviewing four primary applications for geosynthetic clay liners (GCL), and the problems which were observed during and after installation. From Serrot International, Inc. Author: Thomas G. Stam.
- http://www.bentofix.com/naue/p/gcl_field_perf.pdf

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Geosynthetic Clay Liner Design. Part 3 Open in a new windowLink Details
- Third part of a comprehensive overview of the fundamental design issues related to geosynthetic clay liners (GCL), expanding on the installation, durability, and effective quality control and assurance of geosynthetic clay liners. From Thiel Engineering.
- http://www.rthiel.com/GSE_Part3.pdf

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Geosynthetic Clay Liner Design. Part 2 Open in a new windowLink Details
- Second part of a comprehensive overview of the fundamental design issues related to geosynthetic clay liners (GCL), focused on slope stability and the shear strength values which should be used for analysis. From Thiel Engineering.
- http://www.rthiel.com/GSE_Part2.pdf

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Geosynthetic Clay Liner Design. Part 1 Open in a new windowLink Details
- First part of a comprehensive overview of the fundamental design issues related to geosynthetic clay liners (GCL), focused on design options and principles related to hydraulic performance and leakage. From Thiel Engineering.
- http://www.rthiel.com/GSE_Part1.pdf

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Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner Open in a new windowLink Details
- Technical paper about laboratory torsional ring shear tests, performed to evaluate the effect of shear displacement rate on the internal shear strength of a needlepunched geosynthetic clay liner (GCL) under different normal stresses. Authors: H.T. Eid and
- http://www.geosyntheticssociety.org/GI_SourceFiles/V6I3/GI-V6-N3-Paper4.pdf

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A Comprehensive Literature Review of Liner Failures and Longevity Open in a new windowLink Details
- Extensive technical paper presenting a review of the causes and consequences of landfill liner failures, and a design methodology to avoid said failures. Authors: Dr. D.V. Reddy and Boris Butul.
- http://www.floridacenter.org/publications/liner_failure_99.pdf

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