NF EN ISO 10319

NF EN ISO 10319

August 2008
Standard Cancelled

Geosynthetics - Wide-width tensile test

ISO 10319:2008 describes an index test method for the determination of the tensile properties of geosynthetics, using a wide-width strip. The method is applicable to most geosynthetics, including woven geotextiles, nonwoven geotextiles, geocomposites, knitted geotextiles and felts. The method is also applicable to geogrids and similar open-structure geotextiles, but specimen dimensions might need to be altered. This test is not applicable to polymeric or bituminous geosynthetic barriers, while it is applicable to clay geosynthetic barriers.The tensile test method covers the measurement of load elongation characteristics and includes procedures for the calculation of secant stiffness, maximum load per unit width and strain at maximum load. Singular points on the load-extension curve are also indicated.Procedures for measuring the tensile properties of both conditioned and wet specimens are included in ISO 10319:2008.

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Main informations

Collections

National standards and national normative documents

Publication date

August 2008

Number of pages

17 p.

Reference

NF EN ISO 10319

ICS Codes

59.080.70   Geotextiles

Classification index

G38-129

Print number

1 - 30/07/2008

International kinship

ISO 10319:2008

European kinship

EN ISO 10319:2008
Sumary
Geosynthetics - Wide-width tensile test

ISO 10319:2008 describes an index test method for the determination of the tensile properties of geosynthetics, using a wide-width strip. The method is applicable to most geosynthetics, including woven geotextiles, nonwoven geotextiles, geocomposites, knitted geotextiles and felts. The method is also applicable to geogrids and similar open-structure geotextiles, but specimen dimensions might need to be altered. This test is not applicable to polymeric or bituminous geosynthetic barriers, while it is applicable to clay geosynthetic barriers.

The tensile test method covers the measurement of load elongation characteristics and includes procedures for the calculation of secant stiffness, maximum load per unit width and strain at maximum load. Singular points on the load-extension curve are also indicated.

Procedures for measuring the tensile properties of both conditioned and wet specimens are included in ISO 10319:2008.

Replaced standards (1)
NF EN ISO 10319
August 1996
Standard Cancelled
Geotextiles. Wide-width tensile test.

Standard replaced by (1)
NF EN ISO 10319
July 2015
Standard Current
Geosynthetics - Wide-width tensile test

ISO 10319:2015 describes an index test method for the determination of the tensile properties of geosynthetics (polymeric, glass, and metallic), using a wide-width strip. It is applicable to most geosynthetics, including woven geotextiles, nonwoven geotextiles, geocomposites, knitted geotextiles, geonets, geomats, and metallic products. It is also applicable to geogrids and similar open-structure geotextiles, but specimen dimensions might need to be altered. It is not applicable to polymeric or bituminous geosynthetic barriers, while it is applicable to clay geosynthetic barriers. ISO 10319:2015 specifies a tensile test method that covers the measurement of load elongation characteristics and includes procedures for the calculation of secant stiffness, maximum load per unit width and strain at maximum load. Singular points on the load-extension curve are also indicated. Procedures for measuring the tensile properties of both conditioned and wet specimens are included in ISO 10319:2015.

Table of contents
  • Avant-propos
    iv
  • 1 Domaine d'application
    1
  • 2 Références normatives
    1
  • 3 Termes et définitions
    1
  • 4 Principe
    3
  • 5 Appareillage et réactifs
    4
  • 6 Éprouvettes d'essai
    6
  • 6.1 Nombre d'éprouvettes d'essai
    6
  • 6.2 Préparation des éprouvettes
    6
  • 6.3 Dimensions
    6
  • 7 Atmosphère de conditionnement
    8
  • 7.1 Généralités
    8
  • 7.2 Conditionnement pour les essais à l'état mouillé
    8
  • 8 Mode opératoire d'essai
    8
  • 8.1 Réglage de la machine
    8
  • 8.2 Mise en place de l'éprouvette entre les mors
    8
  • 8.3 Mise en place de l'extensomètre
    8
  • 8.4 Mesurage des propriétés mécaniques en traction
    9
  • 8.5 Mesurage de la déformation
    9
  • 9 Calculs
    9
  • 9.1 Résistance à la traction
    9
  • 9.2 Déformation à la force maximale
    10
  • 9.3 Raideur sécante
    10
  • 10 Rapport d'essai
    10
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