IS 16670

: 2018

Geosynthetics - Geocells - Specification

CurrentSpecializedSpecificationBIMGeotechnical · Geosynthetics and Ground Improvement
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This standard specifies the requirements for geocells used for ground improvement, made from materials like High-Density Polyethylene (HDPE). It covers material composition, physical dimensions (cell depth, thickness), mechanical properties (seam strength), and durability characteristics to ensure performance in geotechnical applications.

Specifies requirements for geocells used in soil stabilization and confinement applications.

Quick Reference Values
Minimum Sheet Thickness (Smooth)1.25 mm
Minimum Sheet Thickness (Textured)1.50 mm
Carbon Black Content by Mass2.0 to 3.0 percent
Minimum Seam Peel Strength (Type 1)1070 N
Minimum Seam Peel Strength (Type 2)1425 N
Minimum Seam Peel Strength (Type 3)2050 N
Minimum Stress Crack Resistance500 h
Practical Notes
Seam peel strength is a critical performance parameter; ensure the specified type (Type 1, 2, or 3) matches the design requirements for confinement.
Verify the UV stability properties (like carbon black content) if the geocells will have prolonged exposure to sunlight during construction.
The choice between smooth and textured surfaces depends on the required frictional interaction with the infill soil; textured cells offer higher friction.