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The ASTM D6241-22 standard specifies a test method for measuring the static puncture strength of geotextiles and geosynthetic-related products using a 50 mm diameter cylindrical probe. This index test determines the force required to puncture the material, simulating multidirectional stress. The test is commonly referenced as the CBR Puncture Test.
This standard is an index test that measures the puncture resistance of geotextiles by applying a force through a 50 mm probe until rupture. The values stated in SI units are regarded as standard. The method is used for acceptance testing of commercial shipments and provides a measurable index for material strength. It adheres to internationally recognized standardization principles.
The test specimen is clamped without tension between circular plates and secured in a tensile or compression testing machine. A cylindrical steel probe attached to the load indicator exerts force against the center of the specimen until rupture. The maximum force recorded is the puncture strength. Key specifications include the probe diameter of 50 mm and use of a CBR mold as described in Test Method D1883.
| 🟦 Parameter | 📏 Specification |
|---|---|
| Probe Diameter | 50 mm (cylindrical steel) |
| Clamping Method | Between circular plates, no tension |
| Force Application | Tensile or compression machine |
| Measured Variable | Maximum puncture force (puncture strength) |
| Reference Mold | CBR mold per ASTM D1883 |
This test method is considered satisfactory for acceptance testing of commercial shipments. In case of disputes, comparative testing using Student’s t-test is recommended to determine statistical bias between laboratories. Proper conditioning per ASTM D1776/D1776M is essential for accurate results. The method provides an index strength resistance and deformation characteristics for geotextiles.
To measure the puncture strength of geotextiles by using a 50 mm probe to apply force until rupture.
A tensile or compression testing machine, a 50 mm cylindrical steel probe, and circular clamps to hold the specimen without tension.
The specimen is clamped without tension between circular plates, ensuring no pre-stress before the probe applies force.
Yes, it is considered satisfactory for acceptance testing of commercial shipments of geotextiles according to Section 5.2.