FprEN ISO 10319
(Main)Geosynthetics - Wide-width tensile test (ISO/FDIS 10319:2024)
Geosynthetics - Wide-width tensile test (ISO/FDIS 10319:2024)
Geokunststoffe - Zugversuch am breiten Streifen (ISO/FDIS 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/FDIS 10319:2024)
Geotekstilije - Natezni preskus na širokih preskušancih (ISO/FDIS 10319:2024)
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Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN ISO 10319:2023
01-september-2023
Nadomešča:
SIST EN ISO 10319:2015
Geotekstilije - Natezni preskus na širokih preskušancih (ISO/DIS 10319:2023)
Geosynthetics - Wide-width tensile test (ISO/DIS 10319:2023)
Geokunststoffe - Zugversuch am breiten Streifen (ISO/DIS 10319:2023)
Géosynthétiques - Essai de traction des bandes larges (ISO/DIS 10319:2023)
Ta slovenski standard je istoveten z: prEN ISO 10319
ICS:
59.080.70 Geotekstilije Geotextiles
oSIST prEN ISO 10319:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
oSIST prEN ISO 10319:2023
oSIST prEN ISO 10319:2023
DRAFT INTERNATIONAL STANDARD
ISO/DIS 10319
ISO/TC 221 Secretariat: BSI
Voting begins on: Voting terminates on:
2023-07-19 2023-10-11
Geosynthetics — Wide-width tensile test
Géosynthétiques — Essai de traction des bandes larges
ICS: 59.080.70
This document is circulated as received from the committee secretariat.
THIS DOCUMENT IS A DRAFT CIRCULATED
FOR COMMENT AND APPROVAL. IT IS
ISO/CEN PARALLEL PROCESSING
THEREFORE SUBJECT TO CHANGE AND MAY
NOT BE REFERRED TO AS AN INTERNATIONAL
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Reference number
NATIONAL REGULATIONS.
ISO/DIS 10319:2023(E)
RECIPIENTS OF THIS DRAFT ARE INVITED
TO SUBMIT, WITH THEIR COMMENTS,
NOTIFICATION OF ANY RELEVANT PATENT
RIGHTS OF WHICH THEY ARE AWARE AND TO
PROVIDE SUPPORTING DOCUMENTATION. © ISO 2023
oSIST prEN ISO 10319:2023
ISO/DIS 10319:2023(E)
DRAFT INTERNATIONAL STANDARD
ISO/DIS 10319
ISO/TC 221 Secretariat: BSI
Voting begins on: Voting terminates on:
Geosynthetics — Wide-width tensile test
Géosynthétiques — Essai de traction des bandes larges
ICS: 59.080.70
This document is circulated as received from the committee secretariat.
THIS DOCUMENT IS A DRAFT CIRCULATED
FOR COMMENT AND APPROVAL. IT IS
© ISO 2023
ISO/CEN PARALLEL PROCESSING
THEREFORE SUBJECT TO CHANGE AND MAY
All rights reserved. Unless otherwise specified, or required in the context of its implementation, no part of this publication may
NOT BE REFERRED TO AS AN INTERNATIONAL
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NATIONAL REGULATIONS.
Website: www.iso.org ISO/DIS 10319:2023(E)
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TO SUBMIT, WITH THEIR COMMENTS,
NOTIFICATION OF ANY RELEVANT PATENT
RIGHTS OF WHICH THEY ARE AWARE AND TO
ii
PROVIDE SUPPORTING DOCUMENTATION. © ISO 2023
oSIST prEN ISO 10319:2023
ISO/DIS 10319:2023(E)
Contents Page
Foreword .iv
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Principle . 5
5 Apparatus and reagents .6
6 Conditioning atmosphere .15
6.1 General . 15
6.2 Conditioning for testing in wet condition . 15
6.3 Conditioning for testing at lower or higher temperatures . 15
7 Test procedure .15
7.1 Setting up the tensile testing machine . 15
7.2 Insertion of the test specimen in the jaws . 16
7.3 Installation of the extensometer . 16
7.4 Measurement of tensile properties . 16
7.5 Measurement of strain . 16
8 Calculations .17
8.1 Strain . 17
8.2 Tensile strength . 17
8.3 Tensile strain at maximum tensile force . 18
8.4 Secant tensile stiffness . 18
9 Test report .19
Annex A (Normative) Procedure for tests at low and elevated temperatures .20
Bibliography .22
iii
oSIST prEN ISO 10319:2023
ISO/DIS 10319:2023(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 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.
This fourth edition cancels and replaces the third edition (ISO 10319:2015), which has been technically
revised.
The main changes compared to the previous edition are as follows:
— The term “load” have been changed to “force” for all occurrences;
— Difference between strain and elongation has been clarified in Clause 3, and Fig. 1 has been modified
accordingly;
— Difference between tensile strength at first and second peak has been clarified in Clause 3 and 9.2;
— Illustration of suitable jaws and grips has been introduced in Fig. 3;
— Testing of metallic products has been limited to woven steel wire meshes in Clause 6.3.6;
— Testing products narrower than 200 mm has been introduced in Clause 6.3.7;
— Testing at lower or higher temperatures has been introduced, with the related conditioning in
Clause 7.3 and the related procedure added in Annex A (normative);
— Formulas for strain calculation have been introduced in Clause 9.1;
— Formula for tensile strength of products narrower than 200 mm have been introduced in Clause 9.2;
— Test report requirements have been 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
oSIST prEN ISO 10319:2023
DRAFT INTERNATIONAL STANDARD ISO/DIS 10319:2023(E)
Geosynthetics — Wide-width tensile test
1 Scope
This document describes 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 might need to be altered. It is not applicable to
polymeric or bituminous geosynthetic barriers, while it is applicable to clay geosynthetic barriers.
This document 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 document.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
ISO 554, Standard atmospheres for conditioning and/or testing — Specifications
ISO 3696, Water for analytical laboratory use — Specification and test methods
ISO 7500-1, Metallic materials — Calibration and verification of static uniaxial testing machines — Part 1:
Tension/compression testing machines — Calibration and verification of the force-measuring system
ISO 9862, Geosynthetics — Sampling and preparation of test specimens
ISO 9863-1, Geosynthetics — Determination of thickness at specified pressures — Part 1: Single layers
ISO 10321, Geosynthetics — Tensile test for joints/seams by wide-width strip method
EN 10223-3, Steel wire and wire products for fencing and netting — Part 3: Hexagonal steel wire mesh
products for engineering purposes
3 Terms and definitions
For the purposes of this document, the terms and definitions given in ISO 10318 and the following apply.
3.1
nominal gauge length
L
n
initial distance, normally 60 mm (30 mm on either side of the specimen symmetrical centre), between
two reference points located on the specimen parallel to the applied force direction
oSIST prEN ISO 10319:2023
ISO/DIS 10319:2023(E)
3.2
elongation at pre-tension force
ΔL
p
measured increase in gauge length (mm) corresponding to an applied pre-tension force of 1 % of the
expected maximum tensile force
Note 1 to entry: The elongation at pre-tension force is indicated in Figure 1.
3.3
true gauge length
L
nominal gauge length L
...
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