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ASTM D5819-18

(Guide)

Standard Guide for Selecting Test Methods for Experimental Evaluation of Geosynthetic Durability

Standard Guide for Selecting Test Methods for Experimental Evaluation of Geosynthetic Durability

SIGNIFICANCE AND USE
5.1 Designers/specifiers of geosynthetics should evaluate geosynthetic durability as an integral part of the geosynthetic specification/selection process. This guide is intended to guide a designer/specifier through a systematic determination of degradation concerns based on the intended geosynthetic function or performance characteristic. This guide then provides a guide to select available test methods for experimentally evaluating geosynthetic durability and to identify areas where no suitable test exists.  
5.2 This guide does not address the evaluation of degradation resulting from manufacturing, handling, transporting, or installing the geosynthetic.
SCOPE
1.1 This guide covers a designer/specifier through a systematic determination of those factors of the appropriate application environment that may affect the post-construction service life of a geosynthetic. Subsequently, test methods are recommended to facilitate an experimental evaluation of the durability of geosynthetics in a specified environment so that the durability can be considered in the design process. (A) Functions are used in the context of this guide as terms that can be quantitatively described by standard tests or design techniques, or both.(B) Other performance characteristics are qualitative descriptions that are not yet supported by standard tests or generally accepted design techniques.  
Note—during the placement of fresh concrete in a geotextile flexible form, the geosynthetic functions temporarily as a filter to allow excess water to escape.  
1.2 This guide is not intended to address durability issues associated with the manufacturing, handling, transportation, or installation environments.  
1.3 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.

General Information

Status
Historical
Publication Date
31-Jan-2018
ICS
19.020 - Test conditions and procedures in general
59.080.70 - Geotextiles
Technical Committee
D35 - Geosynthetics
Drafting Committee
D35.02 - Endurance Properties
Current Stage
Ref Project

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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: D5819 − 18
Standard Guide for
Selecting Test Methods for Experimental Evaluation of
1
Geosynthetic Durability
This standard is issued under the fixed designation D5819; 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 D4355/D4355M Test Method for Deterioration of Geotex-
tiles by Exposure to Light, Moisture and Heat in a Xenon
1.1 This guide covers a designer/specifier through a system-
Arc Type Apparatus
atic determination of those factors of the appropriate applica-
D4439 Terminology for Geosynthetics
tion environment that may affect the post-construction service
D4594/D4594M Test Method for Effects of Temperature on
life of a geosynthetic. Subsequently, test methods are recom-
Stability of Geotextiles
mended to facilitate an experimental evaluation of the durabil-
D4716/D4716M TestMethodforDeterminingthe(In-plane)
ity of geosynthetics in a specified environment so that the
Flow Rate per Unit Width and Hydraulic Transmissivity
durability can be considered in the design process.
of a Geosynthetic Using a Constant Head
1.2 This guide is not intended to address durability issues
D4833/D4833M Test Method for Index Puncture Resistance
associated with the manufacturing, handling, transportation, or
of Geomembranes and Related Products
installation environments.
D4886 Test Method for Abrasion Resistance of Geotextiles
1.3 This international standard was developed in accor-
(Sand Paper/Sliding Block Method)
dance with internationally recognized principles on standard-
D5101 Test Method for Measuring the Filtration Compat-
ization established in the Decision on Principles for the
ibility of Soil-Geotextile Systems
Development of International Standards, Guides and Recom-
D5262 Test Method for Evaluating the Unconfined Tension
mendations issued by the World Trade Organization Technical
Creep and Creep Rupture Behavior of Geosynthetics
Barriers to Trade (TBT) Committee.
D5322 Practice for Laboratory Immersion Procedures for
Evaluating the Chemical Resistance of Geosynthetics to
2. Referenced Documents
Liquids
2
2.1 ASTM Standards:
D5397 Test Method for Evaluation of Stress Crack Resis-
D1204 Test Method for Linear Dimensional Changes of
tance of Polyolefin Geomembranes Using Notched Con-
Nonrigid Thermoplastic Sheeting or Film at Elevated
stant Tensile Load Test
Temperature
D5496 Practice for In Field Immersion Testing of Geosyn-
D1987 TestMethodforBiologicalCloggingofGeotextileor
thetics
Soil/Geotextile Filters
D5567 Test Method for Hydraulic Conductivity Ratio
D2990 Test Methods for Tensile, Compressive, and Flexural
(HCR) Testing of Soil/Geotextile Systems
Creep and Creep-Rupture of Plastics
D5721 Practice forAir-OvenAging of Polyolefin Geomem-
D3083 Specification for Flexible Poly(Vinyl Chloride) Plas-
branes
tic Sheeting for Pond, Canal, and Reservoir Lining (With-
D5970/D5970M Test Method for Deterioration of Geotex-
3
drawn 1998)
tiles from Outdoor Exposure
D6992 Test Method for Accelerated Tensile Creep and
1
Creep-Rupture of Geosynthetic Materials Based on Time-
This guide is under the jurisdiction of ASTM Committee D35 on Geosynthet-
icsandisthedirectresponsibilityofSubcommitteeD35.02onEnduranceProperties.
Temperature Superposition Using the Stepped Isothermal
Current edition approved Feb. 1, 2018. Published February 2018. Originally
Method
approved in 1995. Last previous edition approved in 2016 as D5819 – 05 (2016).
D7238 Test Method for Effect of Exposure of Unreinforced
DOI: 10.1520/D5819-18.
2
Polyolefin Geomembrane Using Fluorescent UV Conden-
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
sation Apparatus
Standards volume information, refer to the standard’s Document Summary page on
D7361 Test Method for Accelerated Compressive Creep of
the ASTM website.
3 Geosynthetic Materials Based on Time-Temperature Su-
The last approved version of this historical standard is referenced on
www.astm.org. perposition Using the Stepped Isothermal Method
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5819 − 18
A B
TABLE 1 Functions and Other Performance Characteristics
B C
Containment (C)—A geosynthetic provides containment when it encapsulates or surrounds materials such as sand, rocks, and fresh concrete.
A
Filtration (F)—A geosynthetic performs the filtration function when the equilibrium geotextile-to-soil system allows for adequate liquid flow with limited soil lo
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D5819 − 05 (Reapproved 2016) D5819 − 18
Standard Guide for
Selecting Test Methods for Experimental Evaluation of
1
Geosynthetic Durability
This standard is issued under the fixed designation D5819; 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
1.1 This guide covers a designer/specifier through a systematic determination of those factors of the appropriate application
environment that may affect the post-construction service life of a geosynthetic. Subsequently, test methods are recommended to
facilitate an experimental evaluation of the durability of geosynthetics in a specified environment so that the durability can be
considered in the design process.
1.2 This guide is not intended to address durability issues associated with the manufacturing, handling, transportation, or
installation environments.
1.3 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D1204 Test Method for Linear Dimensional Changes of Nonrigid Thermoplastic Sheeting or Film at Elevated Temperature
D1987 Test Method for Biological Clogging of Geotextile or Soil/Geotextile Filters
D2990 Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics
D3083 Specification for Flexible Poly(Vinyl Chloride) Plastic Sheeting for Pond, Canal, and Reservoir Lining (Withdrawn
3
1998)
D3895 Test Method for Oxidative-Induction Time of Polyolefins by Differential Scanning Calorimetry
D4355D4355/D4355M Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc
Type Apparatus
D4439 Terminology for Geosynthetics
D4594D4594/D4594M Test Method for Effects of Temperature on Stability of Geotextiles
D4716D4716/D4716M Test Method for Determining the (In-plane) Flow Rate per Unit Width and Hydraulic Transmissivity of
a Geosynthetic Using a Constant Head
D4833/D4833M Test Method for Index Puncture Resistance of Geomembranes and Related Products
D4886 Test Method for Abrasion Resistance of Geotextiles (Sandpaper/Sliding Block Method)
D5101 Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems
D5262 Test Method for Evaluating the Unconfined Tension Creep and Creep Rupture Behavior of Geosynthetics
D5322 Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids
D5397 Test Method for Evaluation of Stress Crack Resistance of Polyolefin Geomembranes Using Notched Constant Tensile
Load Test
D5496 Practice for In Field Immersion Testing of Geosynthetics
D5567 Test Method for Hydraulic Conductivity Ratio (HCR) Testing of Soil/Geotextile Systems
D5885D5721 Test Method for Oxidative Induction Time of Polyolefin Geosynthetics by High-Pressure Differential Scanning
CalorimetryPractice for Air-Oven Aging of Polyolefin Geomembranes
1
This guide is under the jurisdiction of ASTM Committee D35 on Geosyntheticsand is the direct responsibility of Subcommittee D35.02 on Endurance Properties.
Current edition approved June 1, 2016Feb. 1, 2018. Published June 2016February 2018. Originally approved in 1995. Last previous edition approved in 20122016 as
D5819 – 05 (2016).(2012) DOI: 10.1520/D5819-05R16.10.1520/D5819-18.
2
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5819 − 18
A B
TABLE 1 Functions and Other Performance Characteristics
B C
Containment (C)—A geosynthetic provides containment when it encapsulates or surrounds materials such as sand, rocks, and fresh concrete.
A
Filtration (F)—A geosynthetic performs the filtration function when the equilibrium geotextile-to-soil syst
...

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