EN 13361:2004/A1:2006

Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams

2006-07-31:ADC:DOW=DAV+21 months

Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau von Rückhaltebecken und Staudämmen erforderlich sind

Géomembranes, géosynthétiques bentonitiques - Caractéristiques requises pour l'utilisation dans la construction des réservoirs et des barrages

Geosintetične ovire - Zahtevane lastnosti pri gradnji rezervoarjev in nasipov

General Information

• Status: Withdrawn
• Publication Date: 08-Aug-2006
• Withdrawal Date: 16-Jul-2013
• ICS: 59.080.70 - Geotextiles
• ICS: 91.100.50 - Binders. Sealing materials
• Technical Committee: CEN/TC 189 - Geotextiles and geotextile-related products
• Drafting Committee: CEN/TC 189/WG 6 - Geomembranes and geosynthetic clay liners - General and specific requirements
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Start Date: 17-Jul-2013
• Completion Date: 17-Jul-2013
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/107 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on geotextiles
• Ref Project: SIST EN 13361:2004/A1:2007 - Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams

Relations

• Replaced By: EN 13361:2013 - Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams
• Effective Date: 24-Jul-2013
• Amends: EN 13361:2004 - Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams
• Effective Date: 08-Jun-2022

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 13361:2004/A1:2007
01-januar-2007
*HRVLQWHWLþQHRYLUH=DKWHYDQHODVWQRVWLSULJUDGQMLUH]HUYRDUMHYLQQDVLSRY
Geosynthetic barriers - Characteristics required for use in the construction of reservoirs
and dams
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau
von Rückhaltebecken und Staudämmen erforderlich sind
Géomembranes, géosynthétiques bentonitiques - Caractéristiques requises pour
l'utilisation dans la construction des réservoirs et des barrages
Ta slovenski standard je istoveten z: EN 13361:2004/A1:2006
ICS:
59.080.70 Geotekstilije Geotextiles
91.100.50 Veziva. Tesnilni materiali Binders. Sealing materials
SIST EN 13361:2004/A1:2007 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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EUROPEAN STANDARD
EN 13361:2004/A1
NORME EUROPÉENNE
EUROPÄISCHE NORM
August 2006
ICS 59.080.70; 91.100.50

English Version
Geosynthetic barriers - Characteristics required for use in the
construction of reservoirs and dams
Géomembranes, géosynthétiques bentonitiques - Geosynthetische Dichtungsbahnen - Eigenschaften, die für
Caractéristiques requises pour l'utilisation dans la die Anwendung beim Bau von Rückhaltebecken und
construction des réservoirs et des barrages Staudämmen erforderlich sind
This amendment A1 modifies the European Standard EN 13361:2004; it was approved by CEN on 12 July 2006.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this
amendment into the relevant national standard without any alteration. Up-to-date lists and bibliographical references concerning such
national standards may be obtained on application to the Central Secretariat or to any CEN member.
This amendment 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 Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, 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: rue de Stassart, 36  B-1050 Brussels
© 2006 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13361:2004/A1:2006: E
worldwide for CEN national Members.

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EN 13361:2004/A1:2006 (E)
Foreword

This document (EN 13361:2004/A1:2006) has been prepared by Technical Committee CEN/TC 189
“Geosynthetics”, the secretariat of which is held by IBN.
This Amendment to the European Standard EN 13361:2004 shall be given the status of a national
standard, either by publication of an identical text or by endorsement, at the latest by February 2007,
and conflicting national standards shall be withdrawn at the latest by February 2007.

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 EU Directive(s).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this
document.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to implement this European Standard: Austria, Belgium, 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.
2

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EN 13361:2004/A1:2006 (E)

List of amendments:
Clause Par., sentence, Current text Proposed modification
table
2  - Add “ISO 527-4, Plastics - Determination of tensile properties - Part 4: Test
conditions for isotropic and orthotropic fibre-reinforced plastic composites”
- Date ISO 527-1, “ISO 527-1:1993”
4.3 Table 1, row 5 For GBR-P use ISO 527, parts 1 and 3, test For GBR-P use ISO 527 parts 1 and 3, test specimen type 5 at a speed of 100
tensile strength, specimen type 5 at a speed of 100 mm/min mm/min.
last column and report the maximum strength according For reinforced GBR-P use ISO 527 parts 1 and 4, specimen type 2 with width
to the test method 50 mm, at a speed of 5 mm per minute.
Report in all cases the maximum strength measured according to the test
method.
4.3 Table 1, Row 6, For GBR-P use ISO 527 part 1 and 3, test For GBR-P use ISO 527, parts 1 and 3,
...