This test method for determining the puncture strength of geotextiles is
to be used by the industry as an index of puncture strength. The use of this
test method is to establish an index value by providing standard criteria and a
basis for uniform reporting.
This test method is considered satisfactory for acceptance testing of
commercial shipments of geotextiles.
In case of a dispute arising from differences in reported test results
when using this test method for acceptance testing of commercial shipments, the
purchaser and the supplier should conduct comparative tests to determine if
there is a statistical bias between their laboratories. Competent statistical
assistance is recommended for the investigation of bias. As a minimum, the two
parties should take a group of test specimens that are as homogeneous as
possible and that are from a lot of the type in question. The test specimens
then should be randomly assigned in equal numbers to each laboratory for
testing. The average results from 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. If a bias is found, either its
cause must be found and corrected, or the purchaser and the supplier must agree
to interpret future test results in the light of the known bias.
This test method is not applicable to materials that are manufactured in
sizes that are too small to be placed into the test apparatus in accordance
with the procedures in this test method. Furthermore, it is not appropriate to
separate plies of a geosynthetic or geo-composite for use in this test method.
Let see the testing video:
For Static Puncture Strength of Geotextiles and Geotextile-Related
Products Using a 50-mm Probe by using universal testing machine suits textile
Industry.
Machine with high precision, low noise and non-maintenance servo drive
system.
This puncture fixture manufactured by the Thwing-Albert Instrument
Company meets ASTM D4833 the standard test method for index puncture resistance
of geomembranes and related products.
Equipped with a pneumatic lower grip to keep the sample in place.
Slow weight puncture resistance test as per ASTM F 1306:
As per ASTM E 154:
Dynamic puncture resistant test as per ASTM D 5635-04a:
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