EN 13361:2018
(Main)Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams
Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams
This document specifies the characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers and separation layer for water, in the construction of reservoirs and dams, and the appropriate test methods to determine these characteristics.
The intended use of these products is to control the leakage of potable, fresh or saline water through the construction.
This document is not applicable to geotextiles or geotextile-related products, as defined in EN ISO 10318 1.
This document provides for the assessment and verification of constancy of performance (AVCP) of the product to this European Standard including factory production control procedures.
This document defines characteristics to be considered with regard to the presentation of performance.
NOTE Where potable water is or can be in direct contact with the product, other relevant standards, requirements and/or regulations can be considered for the design.
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau von Rückhaltebecken und Staudämmen erforderlich sind
Dieses Dokument legt die relevanten Eigenschaften von geosynthetischen Dichtungsbahnen, einschließlich geosynthetische Kunststoff-, Ton- und Bitumendichtungsbahnen, die als Abdichtung beim Bau von Rückhaltebecken und Staudämmen für Trink-, Süß- oder Salzwasser verwendet werden, und die geeigneten Prüfverfahren zur Bestimmung dieser Eigenschaften fest.
Die bestimmungsgemäße Anwendung dieser Produkte ist das Durchsickern von Trink-, Süß- oder Salzwasser durch das Bauwerk zu kontrollieren.
Dieses Dokument ist nicht anwendbar auf Geotextilien oder geotextilverwandte Produkte im Sinne der Definition von EN ISO 10318-1.
Dieses Dokument behandelt die Bewertung und Überprüfung der Leistungsbeständigkeit des Produkts nach dieser Europäischen Norm und Verfahren für die werkseigene Produktionskontrolle.
Dieses Dokument legt die Anforderungen fest, die von den Herstellern und ihren autorisierten Vertretern in Bezug auf die Darstellung der Produkteigenschaften eingehalten werden müssen.
Wo Trinkwasser in direkten Kontakt mit dem Produkt kommt oder kommen soll, muss sich der Planer auf andere zutreffende Normen, Anforderungen und/oder Bestimmungen beziehen.
Géomembranes et géosynthétiques bentonitiques - Caractéristiques requises pour l'utilisation dans la construction des réservoirs et des barrages
Le présent document spécifie les caractéristiques applicables aux géosynthétiques d'étanchéité incluant les géomembranes polymériques, les géosynthétiques bentonitiques et les géomembranes bitumineuses utilisés comme barrière aux fluides ou couche de séparation pour l’eau dans la construction de réservoirs et de barrages, ainsi que les méthodes d'essai appropriées pour déterminer ces caractéristiques.
Ces produits sont destinés à contrôler les fuites d'eau potable, douce ou saline à travers la construction.
Le présent document ne s'applique pas aux géotextiles ou produits apparentés, tels que définis dans l'EN ISO 10318-1.
Le présent document permet d'évaluer et de vérifier la constance des performances (AVCP) du produit à la présente Norme européenne et les procédures de contrôle de la production en usine.
Le présent document établit les caractéristiques à considérer au regard des performances à vérifier.
NOTE Si de l'eau potable est ou peut être en contact direct avec le produit, il convient que le concepteur se réfère également aux normes, exigences et/ou règlements applicables.
Geosintetične zapore - Zahtevane lastnosti pri gradnji rezervoarjev in nasipov
Ta dokument določa ustrezne lastnosti geosintetičnih ovir, vključno s polimernimi, opečnati in bitumenskimi geosintetičnimi ovirami, ki se uporabljajo za zaščito pred tekočinami za pitno, sladko ali slano vodo, pri gradnji zbiralnikov in jezov, in ustrezne preskusne metode za določanje teh lastnosti. Ti proizvodi se predvidoma uporabljajo za nadzor uhajanja vode skozi konstrukcijo. Ta dokument ne velja za geotekstilije ali sorodne izdelke. Ta dokument omogoča vrednotenje skladnosti izdelka s tem dokumentom. Ta dokument določa zahteve, ki jih morajo izpolniti proizvajalci in njihovi pooblaščeni zastopniki glede predstavitve lastnosti izdelka. Ta dokument ne zajema uporabe, kjer bodo geosintetične zapore v stiku s pitno vodo, ki je namenjena ljudem. OPOMBA: Če je oz. bo lahko proizvod v stiku s pitno vodo, mora projektant upoštevati tudi druge ustrezne standarde, zahteve in/ali predpise.
General Information
Relations
Overview
EN 13361:2018 (CEN) defines the characteristics and test methods for geosynthetic barriers used as fluid barriers and separation layers in the construction of reservoirs and dams. It covers polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers intended to control leakage of potable, fresh or saline water. The standard also establishes procedures for assessment and verification of constancy of performance (AVCP), including factory production control (FPC) and requirements for presenting declared performance.
Key topics and requirements
- Scope and applicability
- Specifies intended use: leakage control for potable/fresh/saline water in reservoirs and dams.
- Not applicable to geotextiles or geotextile-related products (see EN ISO 10318‑1).
- Notes additional regulatory requirements when in direct contact with potable water.
- Characteristics and test methods
- Defines relevant characteristics to declare and verify (e.g., permeability, tensile/burst behaviour, mass per unit area, thickness and durability aspects) and references harmonised test methods.
- Normative references include test standards such as EN 14150 (permeability), EN 14151 (burst strength), EN ISO 10319 (tensile), EN 14196 (mass per unit area for clay barriers) and EN 16416 (water flux index for geosynthetic clay barriers).
- Includes methods for assessing resistance to chemicals, roots and environmental cycles (see EN 14414, CEN/TS 14416–14418).
- Durability
- Annex A addresses durability topics such as weathering, ageing and service-life considerations, and links durability testing to intended design life.
- Conformity and AVCP
- Procedures for type testing, factory production control and presentation of performance are provided to support CE marking and regulatory compliance (see Annex ZA for CPR alignment).
- Safety/environment
- Addresses release of dangerous substances and relevant assessment where applicable.
Applications
- Use cases: lining and sealing of reservoirs, dam cores, secondary containment for water storage, separation layers where water control is critical.
- Functions covered: fluid barrier, separation layer and leakage control for potable, freshwater and saline environments.
Who should use this standard
- Manufacturers of polymeric, clay and bituminous geosynthetic barriers
- Designers and engineers specifying reservoir and dam sealing systems
- Contractors and installers implementing barrier systems
- Testing laboratories, notified bodies and regulators carrying out AVCP, conformity assessment and performance verification
Related standards
- EN ISO 10318‑1 (terms/definitions for geosynthetics)
- EN 14414 / EN 14575 (chemical/oxidation resistance)
- EN 16416 (geosynthetic clay barrier permeability)
- Annex ZA links EN 13361 to Regulation (EU) No 305/2011 (Construction Products Regulation)
Keywords: EN 13361, geosynthetic barriers, reservoirs dams, polymeric geosynthetic barriers, clay geosynthetic barriers, bituminous geosynthetic barriers, AVCP, factory production control, permeability, durability, test methods.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau von Rückhaltebecken und Staudämmen erforderlich sindBarrières géosynthétiques - Caractéristiques requises pour l'utilisation dans la construction des réservoirs et des barragesGeosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams91.100.50Veziva. Tesnilni materialiBinders. Sealing materials59.080.70GeotekstilijeGeotextilesICS:Ta slovenski standard je istoveten z:EN 13361:2018SIST EN 13361:2018en,fr,de01-maj-2018SIST EN 13361:2018SLOVENSKI
STANDARDSIST EN 13361:20131DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13361
March
t r s z ICS
w {ä r z rä y râ
{ sä s r rä w r Supersedes EN
s u u x sã t r s uEnglish Version
Geosynthetic barriers æ Characteristics required for use in the construction of reservoirs and dams Géomembranes et géosynthétiques bentonitiques æ Caractéristiques requises pour l 5utilisation dans la construction des réservoirs et des barrages
Geosynthetische Dichtungsbahnen æ Eigenschaftená die für die Anwendung beim Bau von Rückhaltebecken und Staudämmen erforderlich sind This European Standard was approved by CEN on
t u October
t r s yä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u u x sã t r s z ESIST EN 13361:2018
European foreword . 3 Introduction . 4 1 Scope . 5 2 Normative references . 5 3 Terms, definitions and abbreviations . 8 3.1 Terms and definitions . 8 3.2 Abbreviations . 9 4 Characteristics and corresponding methods of test . 10 4.1 General . 10 4.2 Types of application . 10 4.3 Relevant characteristics . 14 4.4 Characteristics relevant to specific conditions of use . 19 4.5 Release of dangerous substances . 20 5 Assessment and verification of constancy of performance (AVCP) . 20 5.1 General . 20 5.2 Type testing . 20 5.3 Factory production control (FPC) . 24 Annex A (normative)
Durability of geosynthetic barriers . 33 A.1 General . 33 A.2 Weathering . 34 A.3 Products used with a service life up to 5 years . 36 A.4 Other applications and service life of 25 and 50 years . 36 A.5 Durability tests on GBR-P . 42 A.6 Evaluation tests on GBR-P and GBR-C . 49 A.7 Durability tests on GBR-B . 49 A.8 Evaluation tests on GBR-B . 54 Annex ZA (informative)
Relationship of this European Standard with Regulation (EU) No. 305/2011 . 56 ZA.1 Scope and relevant characteristics . 56 ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) . 57 ZA.3 Assignment of AVCP tasks . 58 Bibliography . 59
the list of normative references has been updated;
in 3.1 three terms have been added;
in 3.2 list of abbreviations has been updated;
in 4.3, Table 1, has been modified to comply with the modified mandate M/386 (inclusion of elongation in separation and filtration functions) and has been technically revised, all H-coded characteristics have been replaced by “A”;
figures and keys have been revised;
Clause 5 “Evaluation of conformity” has been superseded by new Clause 5 “Assessment and verification of constancy of performance (AVCP)”
Annex A “Factory production control – Factory production control scheme” has been deleted;
former Annex B “Durability” becomes Annex A, which has been totally revised;
Annex ZA has been updated according to new template to fulfil requirements of CPR, also examples for CE-marking have been deleted. According to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 13361:2018
¯ y v °C and 30 °C ASTM D4603, Standard Test Method for Determining Inherent Viscosity of Poly(Ethylene Terephthalate) (PET) by Glass Capillary Viscometer
ASTM D5890, Standard test method for swell index of clay mineral component of geosynthetic clay liners ASTM D6141, Standard guide for screening clay portion of geosynthetic clay liner (GCL) for chemical compatibility to liquids1 ASTM D7409, Standard Test Method for Carboxyl End Group Content of Polyethylene Terephthalate (PET) Yarns 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN ISO 10318-1 and the following apply. 3.1.1 product geosynthetic barrier, including polymeric, bituminous and clay barriers 3.1.2 geosynthetic barrier barrier with at least one of whose components is made from a synthetic or natural polymer, in the form of a sheet, a strip or a three dimensional structure, used in contact with soil and/or other materials in geotechnical and civil engineering applications 3.1.3 project specification document in which the work, functions, specific conditions and required material property values of the geosynthetic barrier are described 3.1.4 reservoir naturally occurring space or construction for storage, regulation and control of water 3.1.5 dam barrier constructed to hold back water to raise its level, form a reservoir or reduce or prevent flooding
1 http://www.astm.org/Standards/D6141.htm SIST EN 13361:2018
Key 1 top water level 2 upstream face 3 revetment 4 geosynthetic barrier 5 dam body 6 protection geosynthetic (optional) Figure 1 — Geosynthetic barrier on a reservoir or dam slope (shallow), covered in service SIST EN 13361:2018
Key 1 top water level face of dam 2 protection geosynthetic (optional) 3 geosynthetic barrier 4 facing 5 body of dam Figure 2 — Geosynthetic barrier on a reservoir or dam slope (steep), covered in service 4.2.3 Application 2: “not covered in service” As in application 1, but with the GBR not covered in service with a revetment or other protective layers. Figure 3 and Figure 4 show typical installations. SIST EN 13361:2018
Key 1 top water level 2 upstream face 3 geosynthetic barrier 4 dam body 5 protection geosynthetic (optional) Figure 3 — Geosynthetic barrier on a reservoir or dam slope (shallow), exposed in service
Key 1 top water level 2 geosynthetic barrier 3 body of dam 4 protection geosynthetic (optional) Figure 4 — Geosynthetic barrier on a reservoir or dam slope (steep), exposed in service SIST EN 13361:2018
Where products are jointed in the factory the liquid tightness and if relevant the strength of the joints shall be tested and data presented. SIST EN 13361:2018
Covered in service Not covered in service Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-P GBR-B GBR-C
Physical properties
1 Thickness A A A A A EN ISO 9863-1 EN 1849–1 EN ISO 9863-1 For products which cannot be tested according to EN ISO 9863-1, such as geotextile backed GBR-P, EN 1849–2 is applicable. 2 Mass per unit area A A A A A EN 1849–2 EN 1849–1 EN 14196
Hydraulic properties
3 Liquid tightness A A A A A EN 14150 EN 14150 EN 16416 Test liquid is water. Report value index flux for GBR-C and permeability for GBR-P and GBR-B. 4 Swell index — — A — — — — ASTM D5890
Mechanical properties
5 Tensile strength A A A A A PE-HD and PE-LLD EN ISO 527-3, specimen type 5 FPO, PVC-P homogenous EN ISO 527-3, specimen type 5 (reference test method) equivalent to EN 12311–2, method B FPO, PVC-P multicomponent EN 12311–2 method A (reference test EN 12311–1 EN ISO 10319 PE-HD and PE-LLD v = 100 mm/min Tensile stress at break in N/mm2 to be reported FPO, PVC-P homogenous v = 100 mm/mm if elongation at break is > 400 % the test speed is 500 mm/min maximum tensile strength in N/mm2 to be reported FPO, PVC-P multicomponent v = 100 mm/min maximum tensile force in N/50 mm to be reported EPDM homogenous v = 100 mm/min SIST EN 13361:2018
Covered in service Not covered in service Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-P GBR-B GBR-C
method) equivalent to EN ISO 527-4; specimen type 2; width: 50 mm,
EPDM homogenous EN 12311–2, method B EPDM multicomponent EN 12311–2, method A if elongation at break is > 400 % the test speed is 500 mm/min maximum tensile strength in N/mm2 to be reported EPDM multicomponent v = 100 mm/min maximum tensile force in N/50 mm to be reported 6 Elongation A A A A A PE-HD and PE-LLD EN ISO 527-3, specimen type 5 FPO, PVC-P homogenous EN ISO 527-3, specimen type 5 (reference test method)equivalent to EN 12311–2, method B FPO, PVC-P multicomponent EN 12311–2 method A (reference test method)equivalent to EN ISO 527-4; specimen type 2;
width: 50 mm EN 12311–1 EN ISO 10319 PE-HD and PE-LLD with reference length
(l0)50 mm,
v = 100 mm/min Elongation at break to be reported FPO, PVC-P homogenous v = 100 mm/min if elongation at break is > 400 % the test speed is 500 mm/min – Elongation at break to be reported FPO, PVC-P multicomponent v = 100 mm/min Elongation at maximum tensile force
in % to be reported EPDM homogenous v = 100 mm/min if elongation at break is > 400 % the test speed is 500 mm/min Elongation at break to be reported SIST EN 13361:2018
Covered in service Not covered in service Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-P GBR-B GBR-C
EPDM homogenous EN 12311–2, method B EPDM multicomponent EN 12311–2, method A EPDM multicomponent v = 100 mm/min Elongation at maximum tensile force
in % to be reported 7 Static puncture A A A A A EN ISO 12236 EN ISO 12236 EN ISO 12236
8 Burst strength and elongation S S S S S EN 14151 EN 14151 EN 14151 This test applies to GBR-C only if they contain a polymeric or bituminous barrier element. 9 Tear strength S S — S S ISO 34-1 EN 12310–1 — For GBR-P use ISO 34-1:2015, Method B, angle specimen (Figure 2) without nick at a speed of 50 mm/min. 10 Friction direct shear S S S — — EN ISO 12957-1 EN ISO 12957-1 EN ISO 12957-1 For determining the bonding strength of GBR-C, an internal shear or peel bond test may be applicable. 11 Friction inclined
plane S S S — — EN ISO 12957-2 EN ISO 12957-2 EN ISO 12957-2
Thermal properties
12 Low temperature behaviour (flexure) S S — S S EN 495–5 EN 1109 —
13 Thermal expansion A — — A — ASTM D696 — —
Durability
14 Weathering A A S A A EN 12224 EN 12224 EN 12224
15 Microorganisms A A A A A EN 12225 EN 12225 EN 12225
16 Oxidation A A A A A EN 14575 EN 14575 EN ISO 13438 EN ISO 13438 is applicable for the geotextile elements and reinforcement yarns of GBR-C. EN 14575 with test conditions as stated in Annex A of SIST EN 13361:2018
Covered in service Not covered in service Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-P GBR-B GBR-C
this standard. 17 Environmental stress cracking A — S A — EN 14576 — EN 14576 EN 14576 is applicable to GBR-P with a semi-crystalline structure. If GPR-P is between 0,5 mm and 1,0 mm the test EN 14576 shall be performed with the same composition at a thickness greater than 1,0 mm. 18 Chemical resistance S S S — — EN 14414 EN 14414 ASTM D6141 In accordance with Annex A. Chemical resistance testing should be conducted in line with site specific circumstances. This should be restricted to a consideration of the substrate onto which the material is laid and/or chemicals contained. 19 Leaching (water soluble) A A A A A EN 14415 EN 14415 EN 14415
20 Wetting/drying — — S — — — — CEN/TS 14417
21 Freezing/thawing — — S — — — — CEN/TS 14418
22 Root penetration S S S S S CEN/TS 14416 CEN/TS 14416 CEN/TS 14416
a NOTE The 95 % confidence level corresponds to the mean value minus (and/or plus) a tolerance value (see Annex ZA, Table ZA.1 column Notes). Both the mean value and the tolerance value are defined by the manufacturer to be representative of the performance of the product for the corresponding characteristic (these two values are not necessarily based on a statistical calculation). Relevance of codes: A: relevant to all conditions of use S: relevant to specific conditions of use “—”: indicates that the characteristic is not relevant for that product Particular site-specific application cases may contain requirements for additional properties and - preferably standardized - test methods, if they are technically relevant and not conflicting with European Standards. The design life of the product should be determined, since its function may be temporary, as construction expediency, or permanent, for the lifetime of the structure. SIST EN 13361:2018
(CBR test) 4.3, Table 1 According to 4.3, Table 1 5 Not defined Liquid tightness (Water permeability respective water flux index)- 4.3, Table 1 According to 4.3, Table 1 1 Not defined Elongation 4.3, Table 1 According to 4.3, Table 1 5 MD/5 CMD Not defined Durability 4.3, Table 1 and Annex A According to 4.3, Table 1 and Annex A See Annex A See Annex A 5.2.3 Test reports The results of the determination of the product type shall be documented in test reports. All test reports shall be retained by the manufacturer for at least 10 years after the last date of production of the geosynthetic barriers, for use in the construction of reservoirs and dams to which they relate. 5.2.4 Shared other party results A manufacturer may use the results of the product type determination (in consistency with this standard) obtained by someone else (e.g. by another manufacturer, as a common service to manufacturers, or by a product developer), to justify his own declaration of performance regarding a product that is manufactured according to the same design (e.g. dimensions) and with raw materials, constituents and manufacturing methods of the same kind, provided that: — the results are known to be valid for products with the same essential characteristics relevant for the product performance; — in addition to any information essential for confirming that the product has such same performances related to specific essential characteristics, the other party who has carried out the determination of the product type concerned or has had it carried out, has expressly accepted 2) to transmit to the manufacturer the results and the test report to be used for the latter’s product type determination, as well as information regarding production facilities and the production control process that can be taken into account for FPC; — the manufacturer using other party results accepts to remain responsible for the product having the declared performances and he also: a) ensures that the product has the same characteristics relevant for performance as the one that has been subjected to the determination of the product type, and that there are no significant
2) The formulation of such an agreement can be done by license, contract, or any other type of written consent. SIST EN 13361:2018
...
Frequently Asked Questions
EN 13361:2018 is a standard published by the European Committee for Standardization (CEN). Its full title is "Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams". This standard covers: This document specifies the characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers and separation layer for water, in the construction of reservoirs and dams, and the appropriate test methods to determine these characteristics. The intended use of these products is to control the leakage of potable, fresh or saline water through the construction. This document is not applicable to geotextiles or geotextile-related products, as defined in EN ISO 10318 1. This document provides for the assessment and verification of constancy of performance (AVCP) of the product to this European Standard including factory production control procedures. This document defines characteristics to be considered with regard to the presentation of performance. NOTE Where potable water is or can be in direct contact with the product, other relevant standards, requirements and/or regulations can be considered for the design.
This document specifies the characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers and separation layer for water, in the construction of reservoirs and dams, and the appropriate test methods to determine these characteristics. The intended use of these products is to control the leakage of potable, fresh or saline water through the construction. This document is not applicable to geotextiles or geotextile-related products, as defined in EN ISO 10318 1. This document provides for the assessment and verification of constancy of performance (AVCP) of the product to this European Standard including factory production control procedures. This document defines characteristics to be considered with regard to the presentation of performance. NOTE Where potable water is or can be in direct contact with the product, other relevant standards, requirements and/or regulations can be considered for the design.
EN 13361:2018 is classified under the following ICS (International Classification for Standards) categories: 59.080.70 - Geotextiles; 91.100.50 - Binders. Sealing materials. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 13361:2018 has the following relationships with other standards: It is inter standard links to EN 13361:2013. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 13361:2018 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/107. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
You can purchase EN 13361:2018 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.
La norme SIST EN 13361:2018 précise les caractéristiques requises des barrières géosynthétiques, notamment les barrières géosynthétiques polymères, argileuses et bitumineuses, lorsqu'elles sont utilisées comme barrières fluides et couches de séparation dans la construction de réservoirs et de barrages. Cette norme est d'une grande importance dans le domaine de l'ingénierie civile, car elle se concentre sur le contrôle des fuites d'eau potable, d'eau douce ou saline à travers les constructions, garantissant ainsi la sécurité et l'efficacité des infrastructures hydrauliques. L'une des forces majeures de cette norme est son approche détaillée concernant les méthodes d'essai appropriées pour déterminer les caractéristiques des barrières géosynthétiques. Cela permet d'assurer une uniformité et une fiabilité dans les performances des matériaux utilisés, ce qui est crucial pour les projets de grande envergure où l'intégrité des barrages et des réservoirs est engagée. De plus, la norme souligne l'importance de l'évaluation et de la vérification de la constance de performance (AVCP), intégrant des procédures de contrôle de production en usine. Cela renforce la confiance des utilisateurs finaux dans la qualité et la durabilité des produits conformes à cette norme. La pertinence de la norme SIST EN 13361:2018 s'étend également à sa spécificité : elle exclut les géotextiles et les produits associés, ce qui permet une focalisation directe sur les barrières géosynthétiques. Cette spécification précise aide les ingénieurs et les concepteurs à sélectionner les matériaux appropriés en évitant les confusions avec d'autres types de produits géosynthétiques. En conclusion, cette norme constitue un élément indispensable pour la conception et la mise en œuvre de solutions techniques fiables dans le domaine de la construction de réservoirs et de barrages, en garantissant des barrières géosynthétiques performantes et adaptées aux exigences particulières de ces applications critiques.
The EN 13361:2018 standard serves a crucial purpose in defining the characteristics required for geosynthetic barriers used in the construction of reservoirs and dams. By specifying guidelines for polymeric, clay, and bituminous geosynthetic barriers, this document provides comprehensive coverage of fluid barriers and separation layers essential for controlling water leakage, whether potable, fresh, or saline. One of the significant strengths of this standard is its well-defined scope that excludes geotextiles, focusing solely on geosynthetic barriers that meet specific functional requirements. This clarity ensures that users can easily identify applicable materials for water containment applications. The emphasis on appropriate test methods to determine the characteristics of these barriers also adds to the standard's robustness, ensuring that manufacturers and engineers have access to reliable assessment procedures. The assessment and verification of constancy of performance (AVCP) outlined in this document are designed to maintain high standards of quality and reliability in geosynthetic barriers. This includes factory production control procedures that are critical for maintaining consistency in performance over time. As such, EN 13361:2018 is not just a set of guidelines but a framework that promotes accountability and quality assurance in the industry. Moreover, the document advises consideration of additional standards and regulations when the geosynthetic barriers are in direct contact with potable water. This attention to safety and regulatory compliance enhances the relevance of EN 13361:2018 in practical applications, as it guides users to navigate potentially complex legal and health-related requirements. In summary, EN 13361:2018 stands out for its targeted focus on geosynthetic barriers, comprehensive testing methodologies, and commitment to performance verification, making it an essential reference for professionals involved in the construction and management of reservoirs and dams.
SIST EN 13361:2018は、貯水池やダムの建設における流体バリアおよび分離層として使用されるジオシンセティックバリアの特性を詳述しています。この標準は、ポリマー製ジオシンセティックバリア、粘土製ジオシンセティックバリア、ビチューメン製ジオシンセティックバリアの特性を明確に定義し、これらの材料がどのように機能するかに関する理解を深めるための基準を提供します。 この標準の強みは、その包括的なテスト方法にあります。特性を評価するための適切な試験方法が示されており、製品の性能の一貫性を評価・検証する手続き（AVCP）が整備されています。これにより、使用するジオシンセティックバリアが期待される機能を果たすことができるかどうかを確認することが可能です。 また、飲用水が製品に直接接触する可能性がある場合には、他の関連する基準や規制を考慮することが求められます。このような付加的要素も含めて、SIST EN 13361:2018は、特に水の漏洩を管理するための重要な指針としての役割を果たします。 さらに、ジオテキスタイルやジオテキスタイル関連製品には適用されないことも明記されており、これにより使用者は特定の製品に関する明確なガイダンスを得ることができます。この標準は、浸水防止の観点からも非常に関連性が高く、貯水池やダムの建設において安全かつ効率的な運用が求められる現代のニーズに応えるものとなっています。
SIST EN 13361:2018 표준은 저수지와 댐 건설에 사용되는 지오합성장벽의 특성을 규정하고 있습니다. 이 표준은 폴리머 지오합성 장벽, 점토 지오합성 장벽 및 아스팔트 지오합성 장벽 등 다양한 유형의 지오합성 장벽이 물 유출 방지 및 분리층으로서의 기능을 수행하기 위한 물리적 및 화학적 특성을 상세히 명시하고 있습니다. 이 표준의 강점은 지오합성 장벽의 사용에 있어 필요한 성능 특성을 체계적으로 정리하여 제공함으로써, 해당 제품의 신뢰성과 안전성을 확보할 수 있다는 점입니다. 특히, 음용수, 신선수 또는 염수를 포함한 다양한 유형의 물이 접촉할 경우, 이에 따른 적절한 검사 방법과 평가 방식이 포함되어 있어, 건설 현장에서의 활용도를 높이고 있습니다. 또한, SIST EN 13361:2018은 제품 성능의 일관성 평가 및 검증(AVCP) 절차를 명확히 정의하여, 제조 과정에서의 품질 관리 시스템을 강화할 수 있도록 지원합니다. 이러한 품질 관리 시스템은 지오합성 장벽의 성능을 일정하게 유지하고, 소비자와 환경에 대한 보호를 더욱 확실히 할 수 있는 기초를 제공합니다. 이 표준은 지오텍스타일 혹은 지오텍스타일 관련 제품에는 적용되지 않음을 명시하여, 해당 분야의 전문성을 강조하며, 관련 산업에 명확한 지침을 제공합니다. 전체적으로 SIST EN 13361:2018은 저수지와 댐 건설 시 지오합성장벽의 효과적인 사용과 관련하여 매우 중요한 역할을 하며, 안전하고 효율적인 건설 환경을 조성하는 데 기여하고 있습니다.
Die Norm SIST EN 13361:2018 befasst sich umfassend mit den Eigenschaften von geosynthetischen Barrieren, die in der Konstruktion von Talsperren und Stauseen eingesetzt werden. Ihr Anwendungsbereich umfasst polymerische, tonige und bituminöse geosynthetische Barrieren, die als flüssigkeitsdichte Barrieren und Trennschicht für Wasser fungieren. Diese Norm ist von entscheidender Bedeutung, um die Effizienz und Sicherheit bei der Kontrolle von Leckagen von Trinkwasser, Süßwasser oder salzhaltigem Wasser während des Bauprozesses zu gewährleisten. Ein besonderes Augenmerk der Norm liegt auf der Festlegung geeigneter Prüfmethoden, um die geforderten Eigenschaften der geosynthetischen Barrieren zu bestimmen. Dies stellt sicher, dass die Materialien den erforderlichen Standards entsprechen und ihre Funktionalität im Bauwesen gewährleistet werden kann. Die Norm bietet somit eine verlässliche Grundlage für die Bewertung und Überprüfung der Leistungsbeständigkeit (AVCP) von Produkten gemäß den europäischen Standards, einschließlich der Verfahren zur Überwachung der Produktionssteuerung in Fabriken. Die klaren Definitionen und Vorgaben in dieser Norm ermöglichen es Ingenieuren und Projektentwicklern, die geeigneten Materialien für spezifische Anwendungen auszuwählen und zu verwenden. Importante ist, dass die Norm nicht auf Geotextilien oder geotextilbezogene Produkte anwendbar ist, ganz im Sinne der Präzision und Eindeutigkeit der Anforderungen. Zusammenfassend lässt sich sagen, dass die SIST EN 13361:2018 eine wesentliche Ressource ist, die sicherstellt, dass geosynthetische Barrieren effektiv in der Bauindustrie eingesetzt werden können und gleichzeitig den aktuellen Standards und Vorschriften entsprechen. Ihre Relevanz und Stärke liegen in der detaillierten Betrachtung der Eigenschaften und Prüfmethoden, die für die sichere Verwendung in der Konstruktion von Stauseen und Talsperren notwendig sind.
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.
Loading comments...