NF EN ISO 25619-1

NF EN ISO 25619-1

February 2009
Standard Cancelled

Geosynthetics - Determination of compression behaviour - Part 1 : compressive creep properties

ISO 25619-1:2008 specifies index test methods for determining the compressive creep properties of geosynthetic products. The test specimens are subjected either to normal compressive loading or to a combination of normal compressive loading and shear loading.

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Main informations

Collections

National standards and national normative documents

Publication date

February 2009

Number of pages

26 p.

Reference

NF EN ISO 25619-1

ICS Codes

59.080.70   Geotextiles

Classification index

G38-151-1

Print number

1 - 06/03/2009

International kinship

European kinship

EN ISO 25619-1:2008
Sumary
Geosynthetics - Determination of compression behaviour - Part 1 : compressive creep properties

ISO 25619-1:2008 specifies index test methods for determining the compressive creep properties of geosynthetic products. The test specimens are subjected either to normal compressive loading or to a combination of normal compressive loading and shear loading.

Replaced standards (1)
NF EN 1897
August 2003
Standard Cancelled
Geotextiles and geotextile-related products - Determination of the compressive creep properties

Le présent document spécifie des méthodes de détermination du comportement du fluage en compression et compression/cisaillement des géotextiles et des produits apparentés aux géotextiles par mesurage de la variation d'épaisseur dans le temps.

Standard replaced by (1)
NF EN ISO 25619-1
March 2021
Standard Current
Geosynthetics - Determination of compression behaviour - Part 1 : compressive creep properties

<p>This document specifies index test methods for determining the compressive creep properties of geosynthetic products. The test specimens are subjected either to normal compressive loading or to a combination of normal compressive loading and shear loading.</p> <p>The test method with a normal load only (see Clause 5) is the standard method.</p> <p>The test method in which combined normal and shear loads are applied (see Clause 6) is intended for products that are sensitive to shear failure, i.e. which have a columnar or cuspated structure.</p> <p>The tests are carried out on dry specimens or on specimens immersed in water. The test is intended to be carried out with the specimen immersed in water when any part of the geosynthetic product contains a hydrophilic polymer.</p>

Table of contents
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  • Avant-propos
    iv
  • 1 Domaine d'application
    1
  • 2 Références normatives
    1
  • 3 Termes et définitions
    2
  • 4 Éprouvettes
    2
  • 4.1 Échantillonnage
    2
  • 4.2 Nombre et dimensions des éprouvettes
    3
  • 4.3 Conditionnement
    5
  • 5 Méthode avec application d'une charge de compression normale
    6
  • 5.1 Principe
    6
  • 5.2 Appareillage
    6
  • 5.3 Mode opératoire
    9
  • 5.4 Calculs
    9
  • 5.5 Rapport d'essai
    10
  • 6 Méthode avec application simultanée d'une charge normale et d'une charge de cisaillement
    11
  • 6.1 Principe
    11
  • 6.2 Appareillage
    11
  • 6.3 Mode opératoire
    14
  • 6.4 Calculs
    15
  • 6.5 Rapport d'essai
    16
  • Annexe A (informative) Variantes par rapport au mode opératoire d'essai de référence pour des essais spécifiques sur site
    18
  • Annexe B (informative) Courbes types
    19
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