Correlation of ASTM D and D Geotextile Puncture. Test Methods and Results for Use on WisDOT Projects. Final Report. Rani Elhajjar. ASTM D – Air Permeability of Textile Fabrics . ASTM D is used as an index test for determining the puncture resistance of Geomembranes. This test. GeoTesting Express is a provider of Geosynthetic Testing Services – ASTM D,Standard Test Method for Index Puncture Resistance of Geomembranes and.

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Combining values from the two systems may result in non-conformance with the standard.

As a minimum, the two parties should take a group of test specimens that are as awtm as possible and that are from a lot material of the type in question. Other state DOTs refer to both D and D, or provide a list of alternative test methods to be considered in place of either of these tests. Correlations were successfully used to estimate the CBR puncture strength values from the pin test with a reasonable d48833.

Cover Date – May Other calculations atm centered around the variability and deviation between tests. The average results ast, the two laboratories should be compared using Student’s t -test for unpaired data and an acceptable probability level chosen by the two parties before the testing is begun. Statistical analyses were conducted to establish a correlation between CBR and pin puncture strength values.

However, UV and weathering tests showed significant degradation in the puncture strength after exposure. Various tests are conducted to evaluate and classify geotextiles to determine their suitability for different applications. Wisconsin Department of Transportation.

ASTM D – Geomembrane Puncture Fixture

In phase I, ten and fifteen samples of each geotextile type were tested using CBR and pin punctures strength tests, respectively, while a total of ten samples per geotextile type were tested in phase II. ASTM D is used for evaluating the puncture d833 of sharp objects such as rocks and stones that rest within soil.


D48333 objective of this research is to attempt to correlate the CBR and pin puncture strengths for various categories of geotextiles, regardless of weave type and mass per unit atsm. It is vitally important that the user pre-specifies enough capacity so that the test actually achieves full puncture and the proper calculations can be made.

One of these tests is the puncture strength test. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Finally, the authors include astk section in this report with recommended specifications for puncture load values based on the testing performed in this project in the spirit of providing a transition to the new ASTM D puncture test standard. This inconsistency is the result of a missing connection between the old and new ASTMs.

ASTM D4833 – Puncture Resistance of Geomembranes and Related Products

Puncture resistances of materials with like mass per unit area and base material but with different weave type were also examined. If a bias is found, either its cause must be found and corrected or the purchaser and the supplier must agree to interpret future d8433 results in the light of the known bias. Geotextiles are commonly used in pavements, earth retaining structures, and landfills, as well as other geotechnical applications.

University of Wisconsin, Madison.

The clamping jig and puncture implement are available as a package. Therefore ASTM D is commonly used as a replacement and involves a wider 50mm round puncture implement. All types of geotextiles exhibited puncture strength values, whether pin or CBR, that were consistent within each group asrm coefficients of variation ranging from 2. This test evaluates the ability of geotextiles to withstand stresses and loads during construction, which is among the severe conditions that geotextiles can experience.


Historical Version s – view previous versions of standard. The material is used to maintain a barrier and prevent the soil from washing away during torrential rain. The second is the size of the open hole in the clamping jig. The use of this test method is to establish an index value by providing standard criteria and a basis for uniform reporting.

ASTM D Puncture Fixture – Geomembranes | GD

Please see our literature below for more info on the exact construction of the fixture. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. They use a standard 1. Competent statistical assistance is recommended for the investigation of bias. There are several calculations that are common across most puncture tests.

The test specimens should then be randomly assigned in equal numbers to each laboratory for testing. There are two key elements to this procedure. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

They include the average puncture stength which is an average of the peak load across multiple specimens of the same type of sample. Link to Active This link will always route to the current Satm version of the asttm. The first is the geometry of the puncture implement which is 8mm 4d833 diamater with a 45 degree beveled or chamfered edge. Jun 21 An average must be taken because textiles are non uniform based on their woven stricture.

Geo-textiles are also used in land reclamation projects as well as for highway and road construction.