Geosynthetics - Determination of compression behaviour - Part 2: Determination of short-term compression behaviour (ISO 25619-2:2015)

This part of ISO 25619 specifies an index test method for determining the short-term compressive
behaviour of geosynthetics. It can be used to determine the deformation behaviour under short-term
compressive stress, e.g. after exposure to stress, liquids, or light.
This part of ISO 25619 c an b e u sed f or q uality c ontrol p urposes. I t i s n ot i ntended t o b e u sed f or
design purposes.

Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2: Bestimmung des Kurzzeit-Druckverhaltens (ISO 25619-2:2015)

Géosynthétiques - Détermination du comportement en compression - Partie 2: Détermination du comportement à la compression à court terme (ISO 25619-2:2015)

La présente partie de l'ISO 25619 spécifie une méthode d'essai d'index permettant de déterminer le comportement à la compression à court terme des géosynthétiques. Elle peut être utilisée pour déterminer la déformation sous une contrainte de compression de courte durée, par exemple après exposition à une contrainte, à des liquides ou à la lumière.
La présente partie de l'ISO 25619 peut être utilisée à des fins de contrôle de la qualité. Elle n'est pas destinée à être utilisée pour le dimensionnement.

Geosintetika - Ugotavljanje obnašanja pri tlačni obremenitvi - 2. del: Ugotavljanje obnašanja pri kratkotrajni tlačni obremenitvi (ISO 25619-2:2015)

Ta del standarda ISO 25619 določa metodo preskušanja indeksa za ugotavljanje
obnašanja geosintetike pri kratkotrajni tlačni obremenitvi. Uporablja se lahko za določanje deformacijskega obnašanja pri kratkotrajni tlačni obremenitvi, npr. po izpostavljanju napetosti, tekočinam ali svetlobi. Ta del standarda ISO 25619 se lahko uporablja za nadzor kakovosti. Ni namenjen uporabi za namene projektiranja.

General Information

Status
Published
Public Enquiry End Date
09-Aug-2015
Publication Date
22-Sep-2015
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
16-Sep-2015
Due Date
21-Nov-2015
Completion Date
23-Sep-2015

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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN ISO 25619-2:2015
01-november-2015
1DGRPHãþD
SIST EN ISO 25619-2:2009
*HRVLQWHWLND8JRWDYOMDQMHREQDãDQMDSULWODþQLREUHPHQLWYLGHO8JRWDYOMDQMH
REQDãDQMDSULNUDWNRWUDMQLWODþQLREUHPHQLWYL ,62
Geosynthetics - Determination of compression behaviour - Part 2: Determination of short
-term compression behaviour (ISO 25619-2:2015)
Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2: Bestimmung des Kurzzeit-
Druckverhaltens (ISO 25619-2:2015)
Géosynthétiques - Détermination du comportement en compression - Partie 2:
Détermination du comportement à la compression à court terme (ISO 25619-2:2015)
Ta slovenski standard je istoveten z: EN ISO 25619-2:2015
ICS:
59.080.70 Geotekstilije Geotextiles
SIST EN ISO 25619-2:2015 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN ISO 25619-2:2015

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SIST EN ISO 25619-2:2015


EN ISO 25619-2
EUROPEAN STANDARD

NORME EUROPÉENNE

September 2015
EUROPÄISCHE NORM
ICS 59.080.70 Supersedes EN ISO 25619-2:2008
English Version

Geosynthetics - Determination of compression behaviour -
Part 2: Determination of short-term compression
behaviour (ISO 25619-2:2015)
Géosynthétiques - Détermination du comportement en Geokunststoffe - Bestimmung des Druckverhaltens -
compression - Partie 2: Détermination du Teil 2: Bestimmung des Kurzzeit-Druckverhaltens (ISO
comportement à la compression à court terme (ISO 25619-2:2015)
25619-2:2015)
This European Standard was approved by CEN on 8 August 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 25619-2:2015 E
worldwide for CEN national Members.

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SIST EN ISO 25619-2:2015
EN ISO 25619-2:2015 (E)
Contents Page
European foreword . 3

2

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SIST EN ISO 25619-2:2015
EN ISO 25619-2:2015 (E)
European foreword
This document (EN ISO 25619-2:2015) 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 March 2016, and conflicting national standards shall
be withdrawn at the latest by March 2016.
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 25619-2:2008.
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 25619-2:2015 has been approved by CEN as EN ISO 25619-2:2015 without any
modification.
3

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SIST EN ISO 25619-2:2015

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SIST EN ISO 25619-2:2015
INTERNATIONAL ISO
STANDARD 25619-2
Second edition
2015-08-15
Geosynthetics — Determination of
compression behaviour —
Part 2:
Determination of short-term
compression behaviour
Géosynthétiques — Détermination du comportement en
compression —
Partie 2: Détermination du comportement à la compression à court
terme
Reference number
ISO 25619-2:2015(E)
©
ISO 2015

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SIST EN ISO 25619-2:2015
ISO 25619-2:2015(E)

COPYRIGHT PROTECTED DOCUMENT
© 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
the requester.
ISO copyright office
Ch. de Blandonnet 8 • CP 401
CH-1214 Vernier, Geneva, Switzerland
Tel. +41 22 749 01 11
Fax +41 22 749 09 47
copyright@iso.org
www.iso.org
ii © ISO 2015 – All rights reserved

---------------------- Page: 8 ----------------------

SIST EN ISO 25619-2:2015
ISO 25619-2:2015(E)

Contents Page
Foreword .iv
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols and abbreviated terms . 2
5 Principle . 2
6 Apparatus . 2
6.1 Compression testing machine . 2
6.2 Measurement of displacement . 2
6.3 Measurement of force . 2
6.4 Recording of measured values. 3
7 Specimens . 3
7.1 Dimensions of specimens . 3
7.2 Preparation of specimens . 4
7.3 Number of specimens . 4
7.4 Conditioning of specimens . 4
8 Test procedure . 4
9 Calculation and expression of results . 5
9.1 General . 5
9.2 Short-term compressive strength and corresponding strain . 6
9.2.1 Short-term compressive strength . 6
9.2.2 Compressive strain. 6
9.3 Compressive strain at 1 MPa . 6
10 Test report . 7
© ISO 2015 – All rights reserved iii

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SIST EN ISO 25619-2:2015
ISO 25619-2:2015(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
elect
...

SLOVENSKI STANDARD
kSIST FprEN ISO 25619-2:2015
01-julij-2015
*HRVLQWHWLND8JRWDYOMDQMHREQDãDQMDSULWODþQLREUHPHQLWYLGHO8JRWDYOMDQMH
REQDãDQMDSULNUDWNRWUDMQLWODþQLREUHPHQLWYL ,62)',6
Geosynthetics - Determination of compression behaviour - Part 2: Determination of short
-term compression behaviour (ISO/FDIS 25619-2:2015)
Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2: Bestimmung des Kurzzeit-
Druckverhaltens (ISO/FDIS 25619-2:2015)
Géosynthétiques - Détermination du comportement en compression - Partie 2:
Détermination du comportement à la compression à court terme (ISO/FDIS 25619-
2:2015)
Ta slovenski standard je istoveten z: FprEN ISO 25619-2 rev
ICS:
59.080.70 Geotekstilije Geotextiles
kSIST FprEN ISO 25619-2:2015 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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kSIST FprEN ISO 25619-2:2015

---------------------- Page: 2 ----------------------

kSIST FprEN ISO 25619-2:2015
FINAL
INTERNATIONAL ISO/FDIS
DRAFT
STANDARD 25619-2
ISO/TC 221
Geosynthetics — Determination of
Secretariat: BSI
compression behaviour —
Voting begins
on: 201 5-05-07
Part 2:
Voting terminates
Determination of short-term
on: 201 5-07-07
compression behaviour
Géosynthétiques — Détermination du comportement en
compression —
Partie 2: Détermination du comportement à la compression à court
terme
Please see the administrative notes on page iii
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.
IN ADDITION TO THEIR EVALUATION AS
Reference number
BEING ACCEPTABLE FOR INDUSTRIAL, TECHNO-
ISO/FDIS 25619-2:2015(E)
LOGICAL, COMMERCIAL AND USER PURPOSES,
DRAFT INTERNATIONAL STANDARDS MAY ON
OCCASION HAVE TO BE CONSIDERED IN THE
LIGHT OF THEIR POTENTIAL TO BECOME STAN-
DARDS TO WHICH REFERENCE MAY BE MADE IN
©
NATIONAL REGULATIONS. ISO 2015

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kSIST FprEN ISO 25619-2:2015
ISO/FDIS 25619-2:2015(E)

COPYRIGHT PROTECTED DOCUMENT
© ISO 2015
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
the requester.
ISO copyright office
Case postale 56 • CH-1211 Geneva 20
Tel. + 41 22 749 01 11
Fax + 41 22 749 09 47
E-mail copyright@iso.org
Web www.iso.org
Published in Switzerland
ii © ISO 2015 – All rights reserved

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kSIST FprEN ISO 25619-2:2015
ISO/FDIS 25619-2:2015(E)

ISO/CEN PARALLEL PROCESSING
This final draft has been developed within the International Organization for Standardization (ISO), and pro-
cessed under the ISO-lead mode of collaboration as defined in the Vienna Agreement. The final draft was
established on the basis of comments received during a parallel enquiry on the draft.
This final draft is hereby submitted to the ISO member bodies and to the CEN member bodies for a parallel
two-month approval vote in ISO and formal vote in CEN.
Positive votes shall not be accompanied by comments.
Negative votes shall be accompanied by the relevant technical reasons.
© ISO 2015 – All rights reserved iii

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kSIST FprEN ISO 25619-2:2015
ISO/FDIS 25619-2:2015(E)

Contents Page
Foreword .v
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Symbols and abbreviated terms . 2
5 Principle . 2
6 Apparatus . 2
6.1 Compression testing machine . 2
6.2 Measurement of displacement . 2
6.3 Measurement of force . 2
6.4 Recording of measured values. 3
7 Specimens . 3
7.1 Dimensions of specimens . 3
7.2 Preparation of specimens . 4
7.3 Number of specimens . 4
7.4 Conditioning of specimens . 4
8 Test procedure . 4
9 Calculation and expression of results . 5
9.1 General . 5
9.2 Short-term compressive strength and corresponding strain . 6
9.2.1 Short-term compressive strength . 6
9.2.2 Compressive strain. 6
9.3 Compressive strain at 1 MPa . 6
10 Test report . 7
iv © ISO 2015 – All rights reserved

---------------------- Page: 6 ----------------------

kSIST FprEN ISO 25619-2:2015
ISO/FDIS 25619-2:2015(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 second edition cancels and replaces the first edition (ISO 25619-2:2008), which has been
technically revised.
ISO
...

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