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ASTM D5514-06

(Test Method)

Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics

Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics

SCOPE
1.1 This test method evaluates the stress/time properties of geosynthetics by using hydrostatic pressure to compress the geosynthetic over synthetic or natural test bases consisting of manufactured test pyramids/cones, rocks, soil or voids.
1.2 This test method allows the user to determine the relative failure mode, points of failure for geosynthetics, or both.
1.3 This test method offers two distinct procedures.
1.3.1 Procedure A incorporates manufactured test pyramids or cones as the base of the testing apparatus. Procedure A is intended to create comparable data between laboratories, and can be used as a guide for routine acceptance test for various materials.
1.3.2 Procedure B incorporates site specific soil or other material selected by the user as the test base of the testing apparatus. Procedure B is a method for geosynthetic design for a specific site.
1.4 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for information only.
1.5  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.

General Information

Status
Historical
Publication Date
31-Dec-2005
ICS
59.080.70 - Geotextiles
Technical Committee
D35 - Geosynthetics
Drafting Committee
D35.10 - Geomembranes
Current Stage
Ref Project

Relations

Replaces
ASTM D5514-94(2001) - Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics
Effective Date
01-Jan-2006
Replaced By
ASTM D5514-06(2011) - Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics
Effective Date
01-Jun-2011

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ASTM D5514-06 - Standard Test Method for Large Scale Hydrostatic Puncture Testing of GeosyntheticsASTM D5514-06 - Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics
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ASTM D5514-06 - Standard Test Method for Large Scale Hydrostatic Puncture Testing of Geosynthetics
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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:D5514–06
Standard Test Method for
1
Large Scale Hydrostatic Puncture Testing of Geosynthetics
This standard is issued under the fixed designation D5514; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope D5199 Test Method for Measuring the Nominal Thickness
of Geosynthetics
1.1 This test method evaluates the stress/time properties of
D5261 Test Method for Measuring Mass per Unit Area of
geosynthetics by using hydrostatic pressure to compress the
Geotextiles
geosynthetic over synthetic or natural test bases consisting of
D5994 Test Method for Measuring Core Thickness of
manufactured test pyramids/cones, rocks, soil or voids.
Textured Geomembrane
1.2 This test method allows the user to determine the
E11 SpecificationforWovenWireTestSieveClothandTest
relative failure mode, points of failure for geosynthetics, or
Sieves
both.
1.3 This test method offers two distinct procedures.
3. Terminology
1.3.1 Procedure A incorporates manufactured test pyramids
3.1 Definitions:
or cones as the base of the testing apparatus. Procedure A is
3.1.1 atmosphere for testing geomembranes, n—air main-
intended to create comparable data between laboratories, and
tained at a relative humidity of 50 to 70 % and a temperature
can be used as a guide for routine acceptance test for various
of 21 6 2°C (70 6 4°F).
materials.
3.1.2 critical height (ch), n—the maximum exposed height
1.3.2 Procedures B and C incorporate site specific soil or
of a cone or pyramid that will not cause a puncture failure of
other material selected by the user as the test base of the testing
a geosynthetic at a specified hydrostatic pressure for a given
apparatus. Procedures B and C are methods for geosynthetic
period of time.
design for a specific site.
3.1.3 failure, n—in testing geosynthetics, water or air pres-
1.4 The values stated in SI units are to be regarded as the
sure in the test vessel at failure of the geosynthetic.
standard. The values given in parentheses are provided for
3.1.4 hydrostatic pressure, n—a state of stress in which all
information only.
the principal stresses are equal (and there is no shear stress), as
1.5 This standard does not purport to address all of the
in a liquid at rest; induced artificially by means of a gaged
safety concerns, if any, associated with its use. It is the
pressure system; the product of the unit weight of the liquid
responsibility of the user of this standard to establish appro-
and the difference in elevation between the given point and the
priate safety and health practices and determine the applica-
free water elevation.
bility of regulatory limitations prior to use.
3.2 For definitions of other terms used in this test method,
2. Referenced Documents refer to Terminology D4439.
2
2.1 ASTM Standards:
4. Significance and Use
D792 Test Methods for Density and Specific Gravity (Rela-
4.1 Procedure A—This procedure is an index type test
tive Density) of Plastics by Displacement
which can be used as a guide for acceptance of commercial
D1505 Test Method for Density of Plastics by the Density-
shipments of geosynthetics. The standard cone and pyramid
Gradient Technique
test fixtures can establish critical height (ch) consistency with
D4439 Terminology for Geosynthetics
similar material from previous lots or different suppliers, as
well as testing from other laboratories. However, due to the
1
This test method is under the jurisdiction of ASTM Committee D35 on time required to perform tests, it is generally not recommended
GeosyntheticsandisthedirectresponsibilityofSubcommitteeD35.10onGeomem-
for routine acceptance testing.
branes.
4.2 Procedures B and C—These procedures are perfor-
Current edition approved Jan. 1, 2006. Published February 2006. Originally
mancetestsintendedasadesignaidusedtosimulatethein-situ
approved in 1994. Last previous edition approved in 2001 as D5514 – 94 (2001).
DOI: 10.1520/D5514-06.
behavior of geosynthetics under hydrostatic compression.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
These test methods may assist a design engineer in comparing
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the ability of several candidate geosynthetic materials to
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. conform to a site specific subgrade under specified use and
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D5514–06
NOTE 1—The conceptual drawing of a p
...

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SCOPE
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ASTM D6992-16(2023)(Test Method)
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Note 1: Currently, SIM testing has focused mainly on woven and knitted geogrids and woven geotextiles made from polyester, aramid, polyaramid, poly-vinyl alcohol (PVA), and polypropylene yarns and narrow strips. Additional correlation studies on other materials are needed.  
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SCOPE
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1.4 Tensile tests are to be completed before SIM tests and the results are used to determine the stress levels for subsequent SIM tests defined in terms of the percentage of Ultimate Tensile Strength (TULT). Additionally, the tensile test can be designed to provide estimates of the initial elastic strain distributions appropriate for the SIM results.  
1.5 Ramp and Hold (R+H) tests may be completed in conjunction with SIM tests. They are designed to provide additional estimates of the initial elastic and initial rapid creep strain levels appropriate for the SIM results.  
1.6 This method can be used to establish the sustained load creep and creep-rupture characteristics of a geosynthetic. Results of this method are to be used to augment results of Test Method D5262 and may not be used as the sole basis for determination of long-term creep and creep-rupture behavior of geosynthetic material.  
1.7 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.8 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.  
1.9 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 D5322-23(Practice)
Standard Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids

SIGNIFICANCE AND USE
4.1 This practice provides a standard immersion procedure for investigating the chemical resistance of a geosynthetic to a liquid waste, leachate, or chemical in a laboratory environment. The conditions specified in this practice are intended both to provide a basis of standardization and to serve as a guide for those wishing to compare or investigate the chemical resistance of a geosynthetic material(s) in a laboratory environment. Practice D5496 can be used should the user need to assess the performance of a geosynthetic in field conditions.  
4.2 This practice is not intended to establish, by itself, the behavior of geosynthetics when exposed to liquids. Such behavior, referred to as chemical resistance, can be defined only in terms of specific chemical solutions and methods of testing and evaluation criteria selected by the user.
SCOPE
1.1 This practice covers laboratory immersion procedures for the testing of geosynthetics for chemical resistance to liquid wastes, prepared chemical solutions, and leachates derived from solid wastes.  
1.2 This standard is not applicable to some geosynthetics such as geosynthetic clay liners (GCLs), because of their composite nature requiring a confining pressure during immersion. However, individual geosynthetic components of the GCL can be tested.  
1.3 This standard was originally developed to supplement and expand EPA 9090 to include all geosynthetics. EPA 9090 has not been updated since 1992.  
1.4 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.5 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. For specific hazards statements, see Section 7.  
1.6 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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