Standard Test Method for Determining Stiffness of Geosynthetics Used as Turf Reinforcement Mats (TRMs)

SIGNIFICANCE AND USE
In general this test method is adapted from tests developed for woven fabrics (previously designated as Test Method D 1388).
The cantilever test method may not be suitable for testing products that are very limp or have a marked tendency to curl or twist at a cut edge.
SCOPE
1.1 This test method covers the determination of the stiffness of geosynthetics used as Turf Reinforcement Mats (TRM).
1.2 The method is applicable to TRMs of any fiber content and any number of components.
This standard does not purport to address all of the safety concerns, if any, associated with its use. 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.

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Publication Date
31-May-2006
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ASTM D6575-00(2006) - Standard Test Method for Determining Stiffness of Geosynthetics Used as Turf Reinforcement Mats (TRMs)
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: D6575 − 00(Reapproved 2006)
Standard Test Method for
Determining Stiffness of Geosynthetics Used as Turf
Reinforcement Mats (TRMs)
This standard is issued under the fixed designation D6575; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope reflects the stiffness of a geosynthetic when bent in one plane
under the force of gravity, and is one component of drape.
1.1 This test method covers the determination of the stiff-
3.1.1.2 Discussion—Bending length is called drape stiffness
nessofgeosyntheticsusedasTurfReinforcementMats(TRM).
in Federal Specification CCC-T-191b.
1.2 The method is applicable to TRMs of any fiber content
3.1.1.3 specific, adj— the cube root of the ratio of the
and any number of components.
flexural rigidity to the mass per unit area.
1.3 This standard does not purport to address all of the
3.1.2 flexural rigidity, n:
safety concerns, if any, associated with its use. It is the 3.1.2.1 general, adj— resistance to bending.
responsibility of the user of this standard to establish appro-
3.1.2.2 Discussion—Resistance to bending or “flexural ri-
priate safety and health practices and determine the applica- gidity” is called flex stiffness in Federal Specification CCC-T-
bility of regulatory limitations prior to use.
191b.
3.1.2.3 specific, adj— the couple on either end of a sample
2. Referenced Documents
of unit width bent into unit curvature in the absence of any
2 tension.
2.1 ASTM Standards:
3.1.2.4 Discussion—The methods measure the bending
D123Terminology Relating to Textiles
length. Flexural rigidity is calculated directly by multiplying
D1388Test Method for Stiffness of Fabrics
the cube of the bending length by the weight per unit area (see
D1776Practice for Conditioning and Testing Textiles
3.1.1.3).
D4354Practice for Sampling of Geosynthetics for Testing
3.1.3 stiffness, n—resistance to bending.
D4439Terminology for Geosynthetics
3.2 Definitions— For definitions of other textile or geosyn-
D5261Test Method for Measuring Mass per Unit Area of
thetic terms used in this test method, refer to Terminologies
Geotextiles
D123 and D4439.
2.2 Federal Standards:
4. Significance and Use
CCC-T-191bTextile Test Methods No. 5206.2
4.1 In general this test method is adapted from tests devel-
3. Terminology
oped for woven fabrics (previously designated as Test Method
3.1 Definitions of Terms Specific to This Standard: D1388).
3.1.1 bending length, n:
4.2 The cantilever test method may not be suitable for
3.1.1.1 general, adj— a measure of the interaction between
testing products that are very limp or have a marked tendency
geosyntheticweightandgeosyntheticstiffnessasshownbythe
to curl or twist at a cut edge.
way in which a geosynthetic bends under its own weight. It
Cantilever Method
5. Summary of Method
This test method is under the jurisdiction of ASTM Committee D35 on
5.1 Aspecimen of the TRM is slid in a direction parallel to
Geosynthetics and is the direct responsibility of Subcommittee D35.05 on Geosyn-
thetic Erosion Control.
its long dimension, so that its end projects from the edge of a
Current edition approved June 1, 2006. Published June 2006. Originally
horizontal surface. The length of overhang is measured when
approved in 2000. Last previous edition approved in 2000 as D6575–00. DOI:
the tip of the test specimen is depressed under its own weight
10.1520/D6575-00R06.
to the point where the line joining the tip to the edge of the
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
platform makes an angle of 41.5° with the horizontal. One half
Standards volume information, refer to the standard’s Document Summary page on
of this length is the bending length of the specimen. The cube
the ASTM website.
of this quantity multiplied by the weight per unit area of the
Available from the Superintendent of Documents, US Government Printing
Office, Washington, DC 20402. geosynthetic is the flexural rigidity.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D6575 − 00 (2006)
5.2 This test method is known also as the Single Cantilever twist more than 45°. Read the length of overhang from the
Test. scale to the nearest 1 mm.
9.4 Take four readings from each specimen, with each side
6. Apparatus
up, first at one end and then the other.
6.1 Stiffness Tester, having the following parts:
9.5 Determine the mass per unit area of the geosynthetic
6.1.1 Horizontal Platform, with a minimum area of 18 by
according to Test Method D5261.
12in. (457.2 by 304.8 mm) and having a smooth low-friction,
flatsurfacesuchaspolishedmetalorplastic.Alevelingbubble
10. Calculation
shall be incorporated in the platform, or be available for
10.1 Unless otherwise specified, average the four readings
verification that the horizontal platform is level.
obtained from all the specimens cut parallel to the machine
6.1.2 Indicator,inclinedatanangleof41.5°belowtheplane
direction. Do the same for those cut parallel to the cross-
of the platform surface.
machine direction. In some cases it may be of interest to
6.1.3 Weight, consisting of a metal bar not less than 4 by
1 differentiatebetweenthesidesofthegeosyntheticbyaveraging
18in. (101.6 by 457.2 m
...

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