IS 14066

: 1994

Geosynthetic Clay Liners (GCL) - Specification

CurrentSpecializedSpecificationBIMGeotechnical · Geosynthetics and Ground Improvement
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This standard specifies the requirements for geosynthetic clay liners (GCLs), which are factory-manufactured hydraulic barriers. It covers the materials, physical properties, performance criteria, test methods, and marking for GCLs used in environmental containment applications like landfills and ponds.

Specifies requirements for Geosynthetic Clay Liners (GCLs) for use in various containment applications.

Quick Reference Values
Maximum hydraulic conductivity5 x 10⁻¹¹ m/s
Minimum mass per unit area of bentonite3.66 kg/m²
Minimum swell index of bentonite24 ml/2 g
Minimum grab tensile strength400 N
Minimum peel strength (for needle-punched GCLs)60 N/m
Minimum overlap for panels150 mm
Practical Notes
Ensure GCLs are not deployed in rainy conditions to prevent premature hydration and swelling, which can make handling and seaming difficult.
Proper anchoring and backfilling is crucial, as GCLs have low interface friction angles, especially when hydrated, which can lead to slope stability issues if not accounted for in design.
Field seams are a critical point of potential leakage. Use a bead of granular bentonite along the overlap (typically 150-300mm) to ensure a robust hydraulic seal.