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1、BRITISH STANDARD BS EN 13362:2005 Geosynthetic Barriers Characteristics required for use in the construction of canals The European Standard EN 13362:2005 has the status of a British Standard ICS 59.080.70; 91.100.50 ? BS EN 13362:2005 This British Standard was published under the authority of the S
2、tandards Policy and Strategy Committee on 31 July 2006 BSI 2006 ISBN 0 580 46198 X National foreword This British Standard is the official English language version of EN 13362:2005. The UK participation in its preparation was entrusted to Technical Committee B/553, Geosynthetics, which has the respo
3、nsibility to: A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “In
4、ternational Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a
5、 British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep UK interests informed; monitor related international a
6、nd European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 30, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last iss
7、ued. Amendments issued since publication Amd. No. DateComments EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13362 April 2005 ICS 59.080.70; 91.100.50 English version Geosynthetic Barriers - Characteristics required for use in the construction of canals Gomembranes - Gosynthtiques bentonitiqu
8、es - Caractristiques requises pour lutilisation dans la construction des canaux Geosynthetische Dichtungsbahnen - Eigenschaften, die fr die Anwendung beim Bau von Kanlen erforderlich sind This European Standard was approved by CEN on 15 March 2005. CEN members are bound to comply with the CEN/CENELE
9、C 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 Central Secretariat or to any CEN
10、 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 Central Secretariat has the same status as the official versions. CEN me
11、mbers 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, Slovakia, Slovenia, Spain, Sweden, Switzerland and U
12、nited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2005 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13362:20
13、05: E EN 13363:2005 (E) 2 Contents Page Foreword 3 Introduction4 1Scope.5 2Normative references .6 3Definitions and abbreviations8 3.1Terms and definitions.8 3.2Abbreviations8 4Required characteristics and corresponding methods of test8 4.1General 8 4.2Types of Application.8 4.3Relevant characterist
14、ics.10 4.4Characteristics relevant to specific conditions of use.14 5Evaluation of conformity15 5.1Presentation of characteristics15 5.2Verification of values15 5.3Initial type tests.15 5.4Factory production control 16 5.5Inspection16 6Marking16 Annex A (normative) Scheme of factory production contr
15、ol.17 Annex B (normative) Durability of geosynthetic barriers19 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive. 24 Bibliography.30 Licensed Copy: sheffieldun sheffieldun, na, Sun Oct 29 15:40:43 GMT+00:00 2006, Uncontrolle
16、d Copy, (c) BSI EN 13363:2005 (E) 3 Foreword This document (EN 13362:2005) has been prepared by Technical Committee CEN/TC 189 “Geosynthetics”, the secretariat of which is held by IBN. This European Standard shall be given the status of a national standard, either by publication of an identical text
17、 or by endorsement, at the latest by October 2005, and conflicting national standards shall be withdrawn at the latest by January 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
18、 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,
19、 Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: sheffieldun sheffield
20、un, na, Sun Oct 29 15:40:43 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13363:2005 (E) 4 Introduction This European Standard allows manufacturers to describe geosynthetic barriers on the basis of declared values for characteristics relevant to the intended use and if tested to the specified method
21、. It also includes procedures for evaluation of conformity and factory production control. This European Standard may also be used by designers, end-users and other interested parties as a tool to define relevant and appropriate characteristics for specifications and on-site quality control. It shou
22、ld be emphasised however that not all characteristics and test methods quoted in this document are suitable for the purpose of on-site quality control. Tests for several non-mandated characteristics are still under study and will be included when the standard is revised. The term “product” used in t
23、his document refers to a geosynthetic barrier, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers. This European Standard is part of a group of standards, addressing the requirements for geosynthetic barriers when used in a specific application
24、. Particular application cases may contain requirements about additional properties and - preferably standardised - 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
25、 a construction expediency, or permanent, for the lifetime of the structure. EN 13363:2005 (E) 5 1 Scope This European Standard specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers,
26、 when used as fluid barriers in the construction of canals, and the appropriate test methods to determine these characteristics. The intended use of these products is to control the leakage of water through the construction. This European Standard is not applicable to geotextiles or geotextile-relat
27、ed products. This European Standard provides for the evaluation of conformity of the product to this European Standard. This European Standard defines requirements to be met by manufacturers and their authorised representatives with regard to the presentation of product properties. This European Sta
28、ndard does not cover applications where the geosynthetic barrier is to be in contact with water that has been treated for human consumption. NOTE Where potable water is or may be in direct contact with the product the designer should also refer to other relevant standards, requirements and/or regula
29、tions. EN 13363:2005 (E) 6 2 Normative references The following referenced documents are indispensable for the application 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.
30、 EN 495-5 Flexible sheets for waterproofing - Determination of foldability at low temperature - Part 5: Plastic and rubber sheets for roof waterproofing EN 1109 Flexible sheets for waterproofing - Bitumen sheets for roof waterproofing Determination of flexibility at low temperatures EN 1849-1 Flexib
31、le sheets for waterproofing Determination of thickness and mass per unit area Part 1: Bitumen sheets for roof waterproofing EN 1849-2 Flexible sheets for waterproofing Determination of thickness and mass per unit area Part 2: Plastic and rubber sheets for roof waterproofing EN 12224 Geotextiles and
32、geotextile-related products Determination of the resistance to weathering EN 12225 Geotextiles and geotextile-related products Method for determining the microbiological resistance by a soil burial test EN 12310-1 Flexible sheets for waterproofing Part 1: Bitumen sheets for waterproofing - Determina
33、tion of resistance to tearing (nail shank) EN 12311-1 Flexible sheets for waterproofing Part 1: Bitumen sheets for roof waterproofing - Determination of tensile properties EN 13361 Geosynthetic barriers - Characteristics required for use in the construction of reservoirs and dams. EN 13491 Geosynthe
34、tic barriers - Characteristics required for use as a fluid barrier in the construction of tunnels and underground structures. EN 13492 Geosynthetic barriers - Characteristics required for use in the construction of liquid waste disposal sites, transfer stations or secondary containment EN 13493 Geos
35、ynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites. prEN 14150 Geosynthetic barriers Determination of permeability to liquids prEN 14151 Geosynthetic barriers - Determination of burst strength EN 14196 Geosynthetics - Test methods for m
36、easuring mass per unit area of clay geosynthetic barriers EN 14414 Geosynthetics - Screening test method for determining chemical resistance for landfill applications EN 14415 Geosynthetic barriers Test method for determining the of resistance to leaching prCEN/TS 14416 Geosynthetic barriers Test me
37、thod for determining the resistance to roots EN 13363:2005 (E) 7 prCEN/TS 14417 Geosynthetic barriers Test method for the determination of the influence of wetting-drying cycles on the permeability of clay geosynthetic barriers prCEN/TS 14418 Geosynthetic barriers Test method for the determination o
38、f the influence of freezing-thawing cycles on the permeability of clay geosynthetic barriers EN 14575 Geosynthetic barriers Screening test method for determining the resistance to oxidation EN ISO 527-1:1996 Plastics - Determination of tensile properties - Part 1: General principles (ISO 527-1:1993
39、including Corr 1:1994) EN ISO 527-3 Plastics - Determination of tensile properties - Part 3: Test conditions for films and sheets (ISO 527-3) EN ISO 527-4 Plastics - Determination of tensile properties - Part 4: Test conditions for isotropic and orthotropic fibre-reinforced plastic composites (ISO 5
40、27-4) EN ISO 9862 Geosynthetics - Sampling and preparation of test specimens (ISO 9862:2005) EN ISO 9863-1 Geosynthetics - Determination of thickness at specified pressures - Part 1: Single layers (ISO 9863-1:2005) prEN ISO 10318:2003 Geosynthetics - Geotextiles, geotextile-related products, geomemb
41、ranes and geosynthetic clay liners - Terms and their definitions (ISO/DIS 10318:2000) EN ISO 10319 Geotextiles - Wide-width tensile test (ISO 10319:1993) EN ISO 10320 Geotextiles and geotextile-related products Identification on site (ISO 10320:1999) EN ISO 12236 Geotextiles and geotextile-related p
42、roducts Static puncture test (CBR test) (ISO 12236:1996) EN ISO 12957-1 Geosynthetics Determination of friction characteristics Part 1: Direct shear test. (ISO 12957-1:2005) EN ISO 12957-2 Geosynthetics Determination of friction characteristics - Part 2: Inclined plane test. (ISO 12957-2:2005) EN IS
43、O 13438 Geotextiles and geotextile-related products Screening test method for determining the resistance to oxidation (ISO 13438:2004) ISO 34-1 Rubber, vulcanized or thermoplastic - Determination of tear strength - Part 1: Trouser, angle and crescent test pieces ASTM D 696 Standard test method for c
44、oefficient of linear thermal expansion of plastics between -30 C and 30 C. With a Vitreous Silica Dilatometer. ASTM D 5397 Standard test method for evaluation of stress crack resistance of polyolefin geomembranes using notched constant tensile load test ASTM D 5887 Standard test method for measureme
45、nt of index flux through saturated geosynthetic clay liner specimens using a flexible wall permeameter ASTM D 5890 Standard test method for swell index of clay mineral component of geosynthetic clay liners. EN 13363:2005 (E) 8 3 Definitions and abbreviations 3.1 Terms and definitions For the purpose
46、s of this European Standard, the terms and definitions given in prEN ISO 10318:2003 and the following apply. 3.1.1 product geosynthetic barrier, including polymeric, bituminous and clay barriers 3.1.2 specification document in which the works, functions, specific conditions and required material pro
47、perty values of the geosynthetic barrier of use are described 3.1.3 canal waterway which is intended to convey water from source to user or to be used by boats, ships or barges for commercial or pleasure purposes. The waterway may be an entirely engineered feature or it may be a natural river which
48、has been engineered to improve its capacity as a waterway. 3.1.4 revetment layer of material laid on the sloping side of a canal to prevent erosion of the material forming the canal 3.1.5 top water level normal highest water level in the canal 3.2 Abbreviations For the purposes of this European Stan
49、dard, the abbreviations of prEN ISO 10318:2003 and the following apply: GBR-P: polymeric geosynthetic barrier GBR-B: bituminous geosynthetic barrier GBR-C: clay geosynthetic barrier 4 Required characteristics and corresponding methods of test 4.1 General The main function of geosynthetic barriers when used in the construction of canals is to prevent or reduce the flow of fluid through the structure. Damage during installation has not been addressed