IS 13325 Part 4

: 2020

Geosynthetics - Geotextiles - Methods of Test for Mechanical Properties

CurrentSpecializedTesting MethodGeotechnical · Geosynthetics and Ground Improvement
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This standard (Part 4) specifies a method for determining the trapezoidal tear strength of geotextiles. It outlines the test principle, apparatus, specimen preparation, procedure, and calculation for measuring the force required to propagate a tear in the material.

Specifies methods for determining mechanical properties of geotextiles such as tensile strength, puncture resistance, and tear strength.

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.