SIST EN ISO 10319:2015
(Main)Geosynthetics - Wide-width tensile test (ISO 10319:2015)
Geosynthetics - Wide-width tensile test (ISO 10319:2015)
This International Standard describes an index test method for the determination of the tensile properties
of geosynthetics (polymeric, glass, and metallic), using a wide-width strip. This International Standard
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.
This International Standard 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
this International Standard.
Geokunststoffe - Zugversuch am breiten Streifen (ISO 10319:2015)
Diese Internationale Norm beschreibt ein Indexprüfverfahren für die Bestimmung der Zugfestigkeits-eigenschaften von Geokunststoffen (Kunststoff, Glas und Metall) unter Verwendung eines breiten Streifens. Das Verfahren ist auf die meisten Geokunststoffe, einschließlich Geogeweben, Geovliesstoffen, Geoverbundstoffen, Geomaschenwaren, Filzen und metallischen Produkten anwendbar. Das Verfahren ist auch auf Geogitter und ähnliche offen strukturierte Geotextilien anwendbar, jedoch müssen im Bedarfsfall die Probenabmessungen geändert werden. Das Verfahren ist anwendbar auf Metallprodukte, insbesondere für doppelt verdrilltes Stahldrahtgeflecht. 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 Sekantensteifigkeit, 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 Messproben als auch von feuchten Messproben sind in dieser Internationalen Norm enthalten.
Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2015)
L'ISO 10319:2015 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. Elle est applicable à la plupart des géosynthétiques, notamment les géotextiles tissés, les géotextiles nontissés, les géocomposites, les géotextiles maillés, les géomatelas et les produits métalliques. Elle s'applique également aux géogrilles et aux géosynthétiques à structure ouverte similaires, mais il peut s'avérer nécessaire de modifier les dimensions de l'éprouvette. Elle est applicable aux produits métalliques, en particulier aux maillages d'acier à double torsade. Cet essai n'est pas applicable aux géomembranes polymériques ou bitumineuses alors qu'il est applicable aux géosynthétiques bentonitiques.
L'ISO 10319:2015 spécifie une méthode d'essai de traction qui couvre le mesurage des caractéristiques de force et de déformation 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/déformation.
L'ISO 10319:2015 fournit également des modes opératoires de mesure des propriétés mécaniques en traction d'éprouvettes conditionnées et d'éprouvettes humides.
Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2015)
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-julij-2015
1DGRPHãþD
SIST EN ISO 10319:2008
Geotekstilije - Natezni preskus na širokih preskušancih (ISO 10319:2015)
Geosynthetics - Wide-width tensile test (ISO 10319:2015)
Geokunststoffe - Zugversuch am breiten Streifen (ISO 10319:2015)
Géosynthétiques - Essai de traction des bandes larges (ISO 10319:2015)
Ta slovenski standard je istoveten z: EN ISO 10319:2015
ICS:
59.080.70 Geotekstilije Geotextiles
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN ISO 10319
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2015
ICS 59.080.70 Supersedes EN ISO 10319:2008
English Version
Geosynthetics - Wide-width tensile test (ISO 10319:2015)
Géosynthétiques - Essai de traction des bandes larges (ISO Geokunststoffe - Zugversuch am breiten Streifen (ISO
10319:2015) 10319:2015)
This European Standard was approved by CEN on 16 April 2015.
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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2015 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 10319:2015 E
worldwide for CEN national Members.
Contents Page
Foreword .3
Foreword
This document (EN ISO 10319:2015) 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 November 2015, and conflicting national standards shall be withdrawn
at the latest by November 2015.
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 10319:2008.
This document has been prepared under a mandate given to CENELEC by the European Commission and
the European Free Trade Association.
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, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
Endorsement notice
The text of ISO 10319:2015 has been approved by CEN as EN ISO 10319:2015 without any modification.
INTERNATIONAL ISO
STANDARD 10319
Third edition
2015-05-15
Geosynthetics — Wide-width tensile
test
Géosynthétiques — Essai de traction des bandes larges
Reference number
ISO 10319:2015(E)
©
ISO 2015
ISO 10319:2015(E)
© ISO 2015, Published in Switzerland
All rights reserved. Unless otherwise specified, 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 the internet or an intranet, without prior
written permission. Permission can be requested from either ISO at the address below or ISO’s member body in the country of
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ii © ISO 2015 – All rights reserved
ISO 10319:2015(E)
Contents Page
Foreword .iv
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Principle . 4
5 Apparatus and reagents . 5
6 Test specimens. 5
6.1 Number of test specimens . 5
6.2 Preparation of test specimens . 6
6.3 Dimensions . 6
6.3.1 Nonwoven geotextiles, knitted geotextiles, geonets, geomats, clay
geosynthetic barriers, drainage composites, and other products . 6
6.3.2 Woven geotextiles . 6
6.3.3 Geogrids with one axis . . 6
6.3.4 Geogrids with two axes and four axes . 6
6.3.5 Geogrids with three axes . 7
6.3.6 Metallic geotextile related product . 7
6.3.7 Testing wet specimen .10
7 Conditioning atmosphere .11
7.1 General .11
7.2 Conditioning for testing in wet condition .11
8 Test procedure .11
8.1 Setting up the tensile testing machine.11
8.2 Insertion of the test specimen in the jaws.11
8.3 Installation of the extensometer .12
8.4 Measurement of tensile properties .12
8.5 Measurement of strain .12
9 Calculations.13
9.1 Tensile strength .13
9.2 Tensile strain at tensile strength .13
9.3 Tensile strain at nominal tensile strength .13
9.4 Secant stiffness .14
10 Test report .14
ISO 10319:2015(E)
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 documents 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).
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of
any patent rights identified during the development of the document will be in the Introduction and/or
on the ISO list of patent declarations received (see www.iso.org/patents).
Any trade name used in this document is information given for the convenience of users and does not
constitute an endorsement.
For an explanation on the meaning of ISO specific terms and expressions related to conformity
assessment, as well as information about ISO’s adherence to the WTO principles in the Technical Barriers
to Trade (TBT), see the following URL: Foreword — Supplementary information.
The committee responsible for this document is ISO/TC 221, Geosynthetics.
This third edition cancels and replaces the second edition (ISO 10319:2008), which has been
technically revised.
iv © ISO 2015 – All rights reserved
INTERNATIONAL STANDARD ISO 10319:2015(E)
Geosynthetics — Wide-width tensile test
1 Scope
This International Standard describes an index test method for the determination of the tensile properties
of geosynthetics (polymeric, glass, and metallic), using a wide-width strip. This International Standard
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.
This International Standard specifies a tensile test method
...
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