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ASTM D5261-92(1996)

(Test Method)

Standard Test Method for Measuring Mass per Unit Area of Geotextiles

Standard Test Method for Measuring Mass per Unit Area of Geotextiles

SCOPE
1.1 This test method can be used as an index to the determination of mass per unit area of all geotextiles.
1.2 The values stated in SI units or other units shall be regarded separately as standard. The values stated in parentheses are provided for information only.
1.3 This standard does not purport to address all of the safety problems, 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.

General Information

Status
Historical
Publication Date
09-Jun-1996
ICS
59.080.70 - Geotextiles
Technical Committee
D35 - Geosynthetics
Drafting Committee
D35.01 - Mechanical Properties
Current Stage
Ref Project

Relations

Replaced By
ASTM D5261-92(2003) - Standard Test Method for Measuring Mass per Unit Area of Geotextiles
Effective Date
15-Jun-1992
Referred By
ASTM D6389-17 - Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids
Effective Date
10-Jun-1996
Referred By
ASTM D7351/D7351M-21 - Standard Test Method for Determination of Sediment Retention Device (SRD) Effectiveness in Sheet Flow Applications
Effective Date
10-Jun-1996
Referred By
ASTM D5889/D5889M-18(2022) - Standard Practice for Quality Control of Geosynthetic Clay Liners
Effective Date
10-Jun-1996
Referred By
ASTM D7178-22 - Standard Practice for Determining the Number of Constrictions “<emph type="ital" >m</emph>” of Non-Woven Geotextiles
Effective Date
10-Jun-1996
Referred By
ASTM D5514/D5514M-18 - Standard Test Method for Large-Scale Hydrostatic Puncture Testing of Geosynthetics
Effective Date
10-Jun-1996
Referred By
ASTM D2643/D2643M-21 - Standard Specification for Prefabricated Bituminous Geomembrane Used as Canal and Ditch Liner (Exposed Type)
Effective Date
10-Jun-1996
Referred By
ASTM D6685-01(2015) - Standard Guide for the Selection of Test Methods for Fabrics Used for Fabric Formed Concrete (FFC) (Withdrawn 2024)
Effective Date
10-Jun-1996
Referred By
ASTM D8102-17 - Standard Practice for Manufacturing Quality Control of Geotextiles
Effective Date
10-Jun-1996
Referred By
ASTM D7406-20 - Standard Test Method for Time-Dependent Compressive Deformation Under Constant Pressure for Geosynthetic Drainage Products
Effective Date
10-Jun-1996
Referred By
ASTM D6455-11(2018) - Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGMs)
Effective Date
10-Jun-1996
Referred By
ASTM D6475-17 - Standard Test Method for Measuring Mass per Unit Area of Erosion Control Blankets
Effective Date
10-Jun-1996
Referred By
ASTM D7239-13(2023) - Standard Specification for Hybrid Geosynthetic Paving Mat for Highway Applications
Effective Date
10-Jun-1996

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ASTM D5261-92(1996) - Standard Test Method for Measuring Mass per Unit Area of GeotextilesASTM D5261-92(1996) - Standard Test Method for Measuring Mass per Unit Area of Geotextiles
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ASTM D5261-92(1996) - Standard Test Method for Measuring Mass per Unit Area of Geotextiles
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Standards Content (Sample)


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: D 5261 – 92 (Reapproved 1996)
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Test Method for
Measuring Mass per Unit Area of Geotextiles
This standard is issued under the fixed designation D5261; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope method, refer to Terminology D123.
3.3 Fordefinitionsofothertermsrelatingtogeotextilesused
1.1 This test method can be used as an index to the
in this test method, refer to Terminology D4439.
determination of mass per unit area of all geotextiles.
1.2 The values stated in SI units or other units shall be
4. Summary of Test Method
regarded separately as standard.The values stated in parenthe-
4.1 The mass per unit area of a geotextile is determined by
ses are provided for information only.
weighing test specimens of known dimensions, cut from
1.3 This standard does not purport to address all of the
various locations over the full width of the laboratory sample.
safety concerns, if any, associated with its use. It is the
The calculated values are then averaged to obtain the mean
responsibility of the user of this standard to establish appro-
mass per unit area of the laboratory sample.
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
5. Significance and Use
2. Referenced Documents 5.1 This test method is used to determine if the geotextile
material meets specifications for mass per unit area. This test
2.1 ASTM Standards:
2 method can be used for quality control to determine specimen
D123 Terminology Relating to Textiles
2 conformance.This measurement allows for a simple control of
D1776 Practice for Conditioning Textiles for Testing
3 the delivered material by a comparison of the mass per unit
D4354 Practice for Sampling of Geosynthetics forTesting
3 area of the delivered material and the specified mass per unit
D4439 Terminology for Geotextiles
area.
2.2 ISO/DIS Document:
4 5.2 The procedure in this test method may be used for
9864-1990 Mass per Unit Area of Geotextiles
acceptance testing of commercial shipments, but caution is
3. Terminology advised since information about between-laboratory precision
is incomplete. Comparative tests in accordance with 5.2.1 are
3.1 Definitions:
advisable.
3.1.1 atmosphere for testing geotextiles, n—air maintained
5.2.1 In case of a dispute arising from differences in
at a relative humidity of 656 5% and temperature of 216
reported test results when using the procedures in this test
2°C (706 4°F).
method for acceptance testing of commercial shipments, the
3.1.2 geosynthetic, n—a planar product manufactured from
purchaser and the manufacturer should conduct comparative
polymeric material used with soil, rock, earth, or other
tests to determine if there is a statistical bias between their
geotechnical-engineering-relatedmaterialasanintegralpartof
laboratories. Competent statistical assistance is recommended
a man-made project, structure, or system.
for the investigation of bias. As a minimum, the two parties
3.1.3 geotextile, n—any permeable textile used with foun-
should take a group of test specimens that are as homogeneous
dation,soil,rock,earth,oranyothergeotechnical-engineering-
as possible and which are from a lot of material of the type in
related material as an integral part of a man-made project,
question. The test specimen should then be randomly assigned
structure, or system.
in equal numbers to each laboratory for testing. The average
3.1.4 Discussion—Currenttextilemanufacturingtechniques
resultsfromthetwolaboratoriesshouldbecomparedusingthe
produce: nonwoven fabrics, knitted (non-tabular) fabrics, and
appropriate student’s t-test and an acceptable probability level
woven fabrics.
chosen by the two parties before testing is begun. If a bias is
3.2 For definitions of other textile terms used in this test
found, either its cause must be found and corrected or the
purchaser and the manufacturer must agree to interpret future
This test method is under the jurisdiction of ASTM Committee D-35 on
test results in light of the known bias.
GeosyntheticsandisthedirectresponsibilityofSubcommitteeD35.01onMechani-
cal Properties.
6. Apparatus
Current edition approved June 15, 1992. Published August 1992.
6.1 Balance,calibrated,capableofweighingto5000g,with
Annual Book of ASTM Standards, Vol 07.01.
Annual Book of ASTM Standards, Vol 04.09.
an accuracy of 0.01 g.
Available from ISO Case Postale 5
...

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5.1 This practice covers test arrangements, measurement techniques, sampling methods, and calculations to be used for nondestructive evaluation of geomembranes using ultrasonic testing.  
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Note 1: Differences may exist between ultrasonic measurements and measurements made using other methods due to differences in test conditions such as pressure applied and probe dimensions. An example is ultrasonic and mechanical thickness measurements.  
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1.1 This practice provides a summary of equipment and procedures for ultrasonic testing of geomembranes using the pulse echo method.  
1.2 Ultrasonic wave propagation in solid materials is correlated to physical and mechanical properties and condition of the materials. In ultrasonic testing, two wave propagation characteristics are commonly determined: velocity (based on wave travel time measurements) and attenuation (based on wave amplitude measurements). Velocity of wave propagation is used to determine thickness, density, and elastic properties of materials. Attenuation of waves in solid materials is used to determine microstructural properties of the materials. In addition, frequency characteristics of waves are analyzed to investigate the properties of a test material. Travel time, amplitude, and frequency distribution measurements are used to assess the condition of materials to identify damage and defects in solid materials. Ultrasonic measurements are used to determine the nature of materials/media in contact with a test specimen as well. Measurements are conducted in the time-domain (time versus amplitude) or frequency-domain (frequency versus amplitude).  
1.3 Measurements of one or more ultrasonic wave transmission characteristics are made based on the requirements of the specific testing program.  
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5.1 This test method is recommended for the evaluation of the performance of water-saturated soil-geotextile systems under unidirectional flow conditions. The results obtained may be used as an indication of the compatibility of the soil-geotextile system with respect to both particle retention and flow capacity.  
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Standard Test Method for Determining Tearing Strength of Internally Reinforced Geomembranes

SIGNIFICANCE AND USE
5.1 Since tear resistance may be affected to a large degree by mechanical fibering of the membrane under stress, as well as by stress distribution, strain rate, and size of specimen, the results obtained in a tear resistance test can only be regarded as a measure of the resistance under the conditions of that particular test and not necessarily as having any direct relation to service value. This test method measures the force required to tear a reinforced geomembrane along a reasonably defined course such as that the tear propagates across the width of the specimen. The values may vary between types of reinforcement used within a geomembrane.  
5.2 The tongue tear method is useful for estimating the relative tear resistance of different reinforcing textiles or different directions in the same reinforcing textiles.  
5.3 Disputes—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 difference between their laboratories.
SCOPE
1.1 This test method covers a uniform procedure for determining the tear strength of flexible geomembranes internally reinforced with a textile, using the tongue tear method.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM
ASTM D7466/D7466M-23(Test Method)
Standard Test Method for Measuring Asperity Height of Textured Geomembranes

SIGNIFICANCE AND USE
5.1 The asperity height is an index property used to quantify one of the physical attributes related to the surface roughness of textured geomembranes.  
5.2 This test method is applicable to all currently available textured geomembranes that are deployed as manufactured geomembrane sheets.
SCOPE
1.1 This test method covers a procedure to measure the asperity height of textured geomembranes.  
1.2 This test method does not provide for measurement of the spacing between the asperities nor of the complete profile of the textured surface.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    4 pages
    English language
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  • Standard
    4 pages
    English language
    sale 15% off