Geosynthetics - Determination of compression behaviour - Part 2: Determination of short-term compression behaviour (ISO 25619-2:2008)

ISO 25619-2:2008 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.
ISO 25619-2:2008 can be used for quality control purposes. It is not intended to be used for design purposes.

Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2: Bestimmung des Kurzzeit-Druckverhaltens (ISO 25619-2:2008)

Dieser Teil von ISO 25619 legt ein Index-Prüfverfahren zur Bestimmung des Kurzzeit-Druckverhaltens von
Geokunststoffen fest. Er kann zur Bestimmung des Verformungsverhaltens bei kurzzeitiger Druckbeanspruchung,
z. B. nach Spannungs-, Flüssigkeits- oder Lichtbeanspruchung, verwendet werden.
Dieser Teil von ISO 25619 kann für Zwecke der Qualitätsüberwachung verwendet werden. Er ist nicht für
Konstruktionszwecke vorgesehen.

Géosynthétiques - Détermination du comportement en compression - Partie 2: Détermination du comportement à la compression à court terme (ISO/FDIS 25619-2:2008)

L'ISO 25619‑2:2008 spécifie une méthode d'essai de référence permettant de déterminer le comportement à la compression à court terme des géosynthétiques. Elle peut être utilisée pour déterminer le comportement en déformation sous une contrainte de compression de courte durée, par exemple après exposition à une contrainte, à des liquides ou à la lumière.
L'ISO 25619‑2:2008 peut être utilisée à des fins de contrôle de la qualité, mais elle n'est pas destinée à être utilisée en vue d'un dimensionnement.

Geosintetika - Ugotavljanje obnašanja pri tlačni obremenitvi - 2. del: Ugotavljanje obnašanja pri kratkotrajni tlačni obremenitvi (ISO 25619-2:2008)

General Information

Status
Withdrawn
Publication Date
14-Dec-2008
Withdrawal Date
08-Sep-2015
Current Stage
9960 - Withdrawal effective - Withdrawal
Completion Date
09-Sep-2015

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SLOVENSKI STANDARD
SIST EN ISO 25619-2:2009
01-maj-2009

*HRVLQWHWLND8JRWDYOMDQMHREQDãDQMDSULWODþQLREUHPHQLWYLGHO8JRWDYOMDQMH

REQDãDQMDSULNUDWNRWUDMQLWODþQLREUHPHQLWYL ,62

Geosynthetics - Determination of compression behaviour - Part 2: Determination of short

-term compression behaviour (ISO 25619-2:2008)

Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2: Bestimmung des Kurzzeit-

Druckverhaltens (ISO 25619-2:2008)
Géosynthétiques - Détermination du comportement en compression - Partie 2:
Détermination du comportement à la compression à court terme (ISO 25619-2:2008)
Ta slovenski standard je istoveten z: EN ISO 25619-2:2008
ICS:
59.080.70 Geotekstilije Geotextiles
SIST EN ISO 25619-2:2009 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN ISO 25619-2:2009
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SIST EN ISO 25619-2:2009
EUROPEAN STANDARD
EN ISO 25619-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2008
ICS 59.080.70
English Version
Geosynthetics - Determination of compression behaviour - Part
2: Determination of short-term compression behaviour (ISO
25619-2:2008)

Géosynthétiques - Détermination du comportement en Geokunststoffe - Bestimmung des Druckverhaltens - Teil 2:

compression - Partie 2: Détermination du comportement à Bestimmung des Kurzzeit-Druckverhaltens (ISO 25619-

la compression à court terme (ISO/FDIS 25619-2:2008) 2:2008)
This European Standard was approved by CEN on 29 November 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: Avenue Marnix 17, B-1000 Brussels

© 2008 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN ISO 25619-2:2008: E

worldwide for CEN national Members.
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SIST EN ISO 25619-2:2009
EN ISO 25619-2:2008 (E)
Contents Page

Foreword ..............................................................................................................................................................3

---------------------- Page: 4 ----------------------
SIST EN ISO 25619-2:2009
EN ISO 25619-2:2008 (E)
Foreword

This document (EN ISO 25619-2:2008) has been prepared by Technical Committee CEN/TC 189

"Geosynthetics", the secretariat of which is held by NBN, in collaboration with Technical Committee ISO/TC

221 "Geosynthetics".

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 June 2009, and conflicting national standards shall be withdrawn at

the latest by June 2009.

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 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.
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SIST EN ISO 25619-2:2009
---------------------- Page: 6 ----------------------
SIST EN ISO 25619-2:2009
INTERNATIONAL ISO
STANDARD 25619-2
First edition
2008-12-15
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 25619-2:2008(E)
ISO 2008
---------------------- Page: 7 ----------------------
SIST EN ISO 25619-2:2009
ISO 25619-2:2008(E)
PDF disclaimer

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All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means,

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ii © ISO 2008 – All rights reserved
---------------------- Page: 8 ----------------------
SIST EN ISO 25619-2:2009
ISO 25619-2:2008(E)
Contents Page

Foreword............................................................................................................................................................ iv

1 Scope ......................................................................................................................................................1

2 Normative references ............................................................................................................................1

3 Terms, definitions and symbols...........................................................................................................1

3.1 Terms and definitions ...........................................................................................................................1

3.2 Symbols ..................................................................................................................................................2

4 Principle..................................................................................................................................................2

5 Apparatus ...............................................................................................................................................2

6 Specimens ..............................................................................................................................................3

6.1 Dimensions of specimens ....................................................................................................................3

6.2 Preparation of specimens.....................................................................................................................4

6.3 Number of specimens ...........................................................................................................................4

6.4 Conditioning of specimens...................................................................................................................4

7 Test procedure.......................................................................................................................................4

8 Calculation and expression of results.................................................................................................5

8.1 General....................................................................................................................................................5

8.2 Short-term compressive strength and corresponding strain ...........................................................6

8.3 Compressive strain at 1 MPa................................................................................................................6

9 Test report ..............................................................................................................................................7

© ISO 2008 – All rights reserved iii
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SIST EN ISO 25619-2:2009
ISO 25619-2:2008(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

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International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.

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International Standard requires approval by at least 75 % of the member bodies casting a vote.

Attention is drawn to the possibility t
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