EN ISO 10319:2024
(Main)Geosynthetics - Wide-width tensile test (ISO 10319:2024)
Geosynthetics - Wide-width tensile test (ISO 10319:2024)
This document specifies an index test method for the determination of the tensile properties of geosynthetics (polymeric, glass and metallic), using a wide-width strip. This document 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 will possibly need to be altered. It is not applicable to polymeric or bituminous geosynthetic barriers, but it is applicable to clay geosynthetic barriers.
This document specifies a tensile test method that covers the measurement of tensile force, elongation characteristics and includes procedures for the calculation of secant stiffness, maximum load per unit width and strain at maximum force. Singular points on the tensile force-extension curve are also indicated.
Procedures for measuring the tensile properties of both conditioned and wet specimens are included in this document.
Geokunststoffe - Zugversuch am breiten Streifen (ISO 10319:2024)
Dieses Dokument legt ein Indexprüfverfahren für die Bestimmung der Zugeigenschaften von Geokunststoffen (Kunststoff, Glas und Metall) unter Verwendung eines breiten Streifens fest. Dieses Dokument ist auf die meisten Geokunststoffe, einschließlich Geogewebe, Geovliesstoffe, Geoverbundstoffe, Geomaschenwaren, Geonetze, Geomatten und metallische Produkte anwendbar. Es ist auch auf Geogitter und ähnliche offen strukturierte Geotextilien anwendbar, jedoch ist es möglicherweise erforderlich, die Messprobenabmessungen zu ändern. Es gilt nicht für geosynthetische Kunststoff- oder Bitumendichtungsbahnen, ist jedoch für geosynthetische Tondichtungsbahnen anwendbar.
Dieses Dokument legt ein Zugprüfverfahren fest, das die Messung der Zugkraft- und Dehnungs-Eigenschaften umfasst und Verfahren zur Berechnung der Sekantensteifigkeit, der Höchstkraft je Breiteneinheit und der Dehnung bei der Höchstzugkraft einschließt. Einzelne Punkte der Zugkraft-Dehnungs-Kurve sind ebenfalls angegeben.
Verfahren zur Messung der Zugeigenschaften sowohl von konditionierten Messproben als auch von nassen Messproben sind in diesem Dokument enthalten.
Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2024)
Le présent document décrit une méthode d’essai de référence pour la détermination des propriétés mécaniques en traction des géosynthétiques (à base de polymère, de verre et de métal) à l’aide d’une bande de grande largeur. Ce document est applicable à la plupart des géosynthétiques, notamment les géotextiles tissés, les géotextiles non tissés, les géocomposites, les géotextiles maillés, les géofilets, les géomatelas et les produits métalliques. Il s’applique également aux géogrilles et aux géotextiles à structure ouverte similaires, mais il pourra s’avérer nécessaire de modifier les dimensions de l’éprouvette. Cet essai n’est pas applicable aux géomembranes polymériques ou bitumineuses, mais il est applicable aux géosynthétiques bentonitiques.
Le présent document spécifie une méthode d’essai de traction qui couvre le mesurage des caractéristiques de force de traction et d’élongation et comprend les modes opératoires de calcul de la raideur sécante, de la force maximale par unité de largeur et de la déformation à la force maximale. Des points singuliers sont également indiqués sur la courbe de force de traction/extension.
Le présent document fournit en outre des modes opératoires de mesure des propriétés mécaniques en traction d’éprouvettes conditionnées et d’éprouvettes humides.
Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2024)
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-december-2024
Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2024)
Geosynthetics - Wide-width tensile test (ISO 10319:2024)
Geokunststoffe - Zugversuch am breiten Streifen (ISO 10319:2024)
Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2024)
Ta slovenski standard je istoveten z: EN ISO 10319:2024
ICS:
59.080.70 Geotekstilije Geotextiles
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN ISO 10319
EUROPEAN STANDARD
NORME EUROPÉENNE
October 2024
EUROPÄISCHE NORM
ICS 59.080.70 Supersedes EN ISO 10319:2015
English Version
Geosynthetics - Wide-width tensile test (ISO 10319:2024)
Géosynthétiques - Essai de traction des bandes larges Geokunststoffe - Zugversuch am breiten Streifen (ISO
(ISO 10319:2024) 10319:2024)
This European Standard was approved by CEN on 23 September 2024.
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-CENELEC 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-CENELEC Management
Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 10319:2024 E
worldwide for CEN national Members.
Contents Page
European foreword . 3
European foreword
This document (EN ISO 10319:2024) 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 April 2025, and conflicting national standards shall be
withdrawn at the latest by April 2025.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN ISO 10319:2015.
Any feedback and questions on this document should be directed to the users’ national standards
body/national committee. A complete listing of these bodies can be found on the CEN website.
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,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,
Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and the
United Kingdom.
Endorsement notice
The text of ISO 10319:2024 has been approved by CEN as EN ISO 10319:2024 without any modification.
International
Standard
ISO 10319
Fourth edition
Geosynthetics — Wide-width tensile
2024-10
test
Géosynthétiques — Essai de traction des bandes larges
Reference number
ISO 10319:2024(en) © ISO 2024
ISO 10319:2024(en)
© ISO 2024
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying, or posting on
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Published in Switzerland
ii
ISO 10319:2024(en)
Contents Page
Foreword .iv
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Principle . 5
5 Reagents . 5
6 Apparatus . 5
7 Conditioning atmosphere .12
7.1 General . 12
7.2 Conditioning for testing in wet condition . 13
7.3 Conditioning for testing at lower or higher temperatures . 13
8 Test procedure .13
8.1 Setting up the tensile testing machine . 13
8.2 Insertion of the test specimen in the jaws . 13
8.3 Installation of the extensometer . 13
8.4 Measurement of tensile properties . 13
8.5 Measurement of strain .14
9 Calculations . 14
9.1 Strain .14
9.2 Tensile strength . 15
9.3 Tensile strain at maximum tensile force .16
9.4 Tensile strain at nominal tensile strength .16
9.5 Secant tensile stiffness .16
10 Test report .16
Annex A (normative) Procedure for tests at low and elevated temperatures .18
iii
ISO 10319:2024(en)
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards
bodies (ISO member bodies). The work of preparing International Standards is normally carried out through
ISO technical committees. Each member body interested in a subject for which a technical committee
has been established has the right to be represented on that committee. International organizations,
governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely
with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.
The procedures used to develop this document and those intended for its further maintenance are described
in the ISO/IEC Directives, Part 1. In particular, the different approval criteria needed for the different types
of ISO document should be noted. This document was drafted in accordance with the editorial rules of the
ISO/IEC Directives, Part 2 (see www.iso.org/directives).
ISO draws attention to the possibility that the implementation of this document may involve the use of (a)
patent(s). ISO takes no position concerning the evidence, validity or applicability of any claimed patent
rights in respect thereof. As of the date of publication of this document, ISO had not received notice of (a)
patent(s) which may be required to implement this document. However, implementers are cautioned that
this may not represent the latest information, which may be obtained from the patent database available at
www.iso.org/patents. ISO shall not be held responsible for identifying any or all such patent rights.
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation of the voluntary nature of standards, the meaning of ISO specific terms and expressions
related to conformity assessment, as well as information about ISO's adherence to the World Trade
Organization (WTO) principles in the Technical Barriers to Trade (TBT), see www.iso.org/iso/foreword.html.
This document was prepared by Technical Committee ISO/TC 221, Geosynthetics, in collaboration with
the European Committee for Standardization (CEN) Technical Committee CEN/TC 189, Geosynthetics, in
accordance with the Agreement on technical cooperation between ISO and CEN (Vienna Agreement).
This fourth edition cancels and replaces the third edition (ISO 10319:2015), which has been technically
revised.
The main changes are as follows:
— the term “load” changed to “force” in all instances;
— difference between strain and elongation clarified in Clause 3 and Figure 1 modified accordingly;
— difference between tensile strength at first and second peak clarified in Clause 3 and 9.2;
— illustration of suitable jaws and grips introduced in Figure 3;
— testing of metallic products limited to woven steel wire meshes in 6.4.6;
— testing products narrower than 200 mm introduced in 6.4.7;
— testing at lower or higher temperatures introduced, with the related conditioning in 7.3 and the related
procedure added in Annex A;
— formulae for strain calculation introduced in 9.1;
— formulae for tensile strength of products narrower than 200 mm introduced in 9.2;
— test report requirements updated in Clause 10.
Any feedback or questions on this document should be directed to the user’s national standards body. A
complete listing of these bodies can be found at www.iso.org/members.html.
iv
International Standard ISO 10319:2024(en)
Geosynthetics — Wide-width tensile test
1 Scope
This document specifies an index test method for the determination of the tensile properties of geosynthetics
(polymeric, glass and
...
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