Geosynthetics - Wide-width tensile test (ISO 10319:2008)

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.

Geokunststoffe - Zugversuch am breiten Streifen (ISO 10319:2008)

Diese Internationale Norm beschreibt ein Indexprüfverfahren für die Bestimmung der Zugfestig¬keits¬eigenschaften von Geokunststoffen unter Verwendung eines breiten Streifens. Das Verfahren ist auf die meisten Geokunststoffe, einschließlich gewebten Geokunststoffen, Geovliesstoffen, Geoverbundstoffen, Geomaschenwaren und Filzen anwendbar. Das Verfahren ist auch auf Geogitter und ähnliche offen strukturierte Geotextilien anwendbar, jedoch müssen im Bedarfsfall die Probenabmessungen geändert werden. Dieses Verfahren gilt nicht für geosynthetische Kunststoff- oder Bitumendichtungsbahnen, während es für geosynthetische Tondichtungsbahnen anwendbar ist.
Das Zugprüfverfahren umfasst die Messung der Kraft-Dehnungseigenschaften und schließt Verfahren zur Be¬rechnung der Sekantensteifheit, der Höchstkraft je Breiteneinheit und der Dehnung bei der Höchstzugkraft ein. Einzelne Punkte der Kraft-Dehnungskurve sind ebenfalls angegeben.
Verfahren zur Messung der Zugfestigkeitseigenschaften sowohl von an das Normalklima angeglichenen Proben als auch von Nassproben sind in dieser Internationalen Norm enthalten.

Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2008)

L'ISO 10319:2008 décrit une méthode d'essai de référence pour la détermination des propriétés mécaniques en traction des géosynthétiques à l'aide d'une bande de grande largeur. La méthode est applicable à la plupart des géosynthétiques, incluant les géotextiles tissés, les non-tissés, les géocomposites, les géotextiles maillés et les feutres. La méthode s'applique également aux géogrilles et ou produits similaires tels que géotextiles à structure ouverte mais il peut s'avérer nécessaire de modifier les dimensions de l'éprouvette. Cet essai n'est pas applicable aux géomembranes alors qu'il est applicable aux géosynthétiques bentonitiques.
La méthode d'essai par traction couvre le mesurage des caractéristiques de force et de déformation et comprend les modes de calcul de la raideur sécante, de la force maximale par unité de largeur et de la déformation à la force maximale. Une mention est faite également des points singuliers sur la courbe force/déformation.
Des modes opératoires de mesure des propriétés mécaniques en traction d'éprouvettes conditionnées et d'éprouvettes mouillées figurent également dans l'ISO 10319:2008.

Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2008)

General Information

Status
Withdrawn
Publication Date
31-May-2008
Withdrawal Date
19-May-2015
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
20-May-2015

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SLOVENSKI STANDARD
SIST EN ISO 10319:2008
01-september-2008
1DGRPHãþD
SIST EN ISO 10319:1999
Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2008)
Geosynthetics - Wide-width tensile test (ISO 10319:2008)
Geotextilien - Zugversuch am breiten Streifen (ISO 10319:2008)
Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2008)
Ta slovenski standard je istoveten z: EN ISO 10319:2008
ICS:
59.080.70 Geotekstilije Geotextiles
SIST EN ISO 10319:2008 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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EUROPEAN STANDARD
EN ISO 10319
NORME EUROPÉENNE
EUROPÄISCHE NORM
June 2008
ICS 59.080.70 Supersedes EN ISO 10319:1996
English Version
Geosynthetics - Wide-width tensile test (ISO 10319:2008)
Géosynthétiques - Essai de traction des bandes larges Geotextilien - Zugversuch am breiten Streifen (ISO
(ISO 10319:2008) 10319:2008)
This European Standard was approved by CEN on 22 May 2008.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation
under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the
official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2008 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 10319:2008: E
worldwide for CEN national Members.

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EN ISO 10319:2008 (E)
Contents Page
Foreword.3

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EN ISO 10319:2008 (E)
Foreword
This document (EN ISO 10319:2008) has been prepared by Technical Committee ISO/TC 221
"Geosynthetics" in collaboration with Technical Committee CEN/TC 189 “Geosynthetics” the secretariat of
which is held by NBN.
This European Standard shall be given the status of a national standard, either by publication of an identical
text or by endorsement, at the latest by December 2008, and conflicting national standards shall be withdrawn
at the latest by December 2008.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN ISO 10319:1996.
This document has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association, and supports essential requirements of EC Directive(s).
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech
Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia,
Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,
Sweden, Switzerland and the United Kingdom.
Endorsement notice
The text of ISO 10319:2008 has been approved by CEN as an EN ISO 10319:2008 without any modification.

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INTERNATIONAL ISO
STANDARD 10319
Second edition
2008-06-01


Geosynthetics — Wide-width tensile test
Géosynthétiques — Essai de traction des bandes larges





Reference number
ISO 10319:2008(E)
©
ISO 2008

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ISO 10319:2008(E)
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