IS 13325 Part 6

: 2020

Geosynthetics - Geotextiles - Guide for Selection and Usage for Reinforcement, Separation and Filtration

CurrentSpecializedTesting MethodGeotechnical · Geosynthetics and Ground Improvement
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This standard specifies the requirements for high-strength woven or non-woven geotextiles used for structural reinforcement in geotechnical applications. It defines strength grades, material properties (tensile strength, creep, durability), test methods, and marking criteria for materials like polyester (PET) and polypropylene (PP).

Provides guidelines for the selection and usage of geotextiles in various applications like reinforcement, separation, and filtration.

Quick Reference Values
Test specimen dimensions100 mm x 200 mm
Initial slit length15 mm
Rate of jaw separation (CRE)300 ± 10 mm/min
Pre-tension for specimens ≤ 200 g/m²1 N
Pre-tension for specimens > 200 g/m²2 N
Number of specimens per directionMinimum 5
Key Formulas
Tear Strength (N) = Average of the five highest peak forces recorded during the test for each specimen.
Practical Notes
Ensure the specimen is clamped perfectly along the non-parallel sides of the trapezoid to ensure force is applied correctly.
The test result is an average of the five highest peaks from the force-elongation curve, not just the single maximum peak.
This test is critical for applications where the geotextile might be subjected to puncture and subsequent tearing, such as under sharp aggregate.