EN 13493-2013 en Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites《土工合成阻挡层 固体废弃物贮存和处理场所的施工中使用的阻挡层所的要求特征》.pdf

《EN 13493-2013 en Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites《土工合成阻挡层 固体废弃物贮存和处理场所的施工中使用的阻挡层所的要求特征》.pdf》由会员分享，可在线阅读，更多相关《EN 13493-2013 en Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites《土工合成阻挡层 固体废弃物贮存和处理场所的施工中使用的阻挡层所的要求特征》.pdf（44页珍藏版）》请在麦多课文档分享上搜索。

1、BSI Standards PublicationBS EN 13493:2013Geosynthetic barriers Characteristics required foruse in the construction of solidwaste storage and disposalsitesBS EN 13493:2013 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 13493:2013. Itsupersedes BS EN 13493:2005 w

2、hich is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/553, Geotextiles and geomembranes.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does not purport to include all the necessaryprovisions

3、of a contract. Users are responsible for its correctapplication. The British Standards Institution 2013. Published by BSI StandardsLimited 2013ISBN 978 0 580 80021 4ICS 59.080.70; 91.100.50Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was publi

4、shed under the authority of theStandards Policy and Strategy Committee on 31 July 2013.Amendments issued since publicationDate Text affectedBS EN 13493:2013EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13493 July 2013 ICS 59.080.70; 91.100.50 Supersedes EN 13493:2005English Version Geosynthet

5、ic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites Barrires gosynthtiques - Caractristiques requises pour lutilisation dans la construction des ouvrages de stockage et denfouissement de dchets solides Geosynthetische Dichtungsbahnen - Eigensc

6、haften, die fr die Anwendung beim Bau von Deponien und Zwischenlagern fr feste Abfallstoffe erforderlich sind This European Standard was approved by CEN on 23 May 2013. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European S

7、tandard 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 (Eng

8、lish, 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,

9、 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, Switzerlan

10、d, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. N

11、o. EN 13493:2013: EBS EN 13493:2013EN 13493:2013 (E) 2 Contents Page Foreword 4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms, definitions and abbreviations 8 3.1 Terms and definitions .8 3.2 Abbreviations .9 4 Required characteristics and corresponding methods of test .9 4.1 General 9

12、4.2 Types of applications 9 4.2.1 General 9 4.2.2 Application 1: “Composite lining system“ 9 4.2.3 Application 2: “Single lined system“ 10 4.3 Relevant characteristics 11 4.4 Characteristics relevant to specific conditions of use . 15 4.4.1 General . 15 4.4.2 Gas permeability . 15 4.4.3 Tear strengt

13、h . 15 4.4.4 Burst strength . 15 4.4.5 Friction characteristics (direct shear and inclined plane tests) 15 4.4.6 Low temperature behaviour . 15 4.4.7 Weathering 15 4.4.8 Resistance to wetting and drying . 16 4.4.9 Freeze-thaw cycle resistance 16 4.4.10 Resistance to root penetration 16 4.5 Release o

14、f dangerous substances 16 5 Evaluation of conformity 16 5.1 Presentation of characteristics . 16 5.2 Verification of values 16 5.3 Initial type tests . 17 5.4 Factory production control 17 5.5 Inspection 18 6 Marking 18 Annex A (normative) Factory production control Factory production control scheme

15、 19 A.1 General . 19 A.2 Product design 19 A.3 Production . 19 A.3.1 Raw or incoming materials 19 A.3.2 Production process 19 A.4 Finished products . 19 A.4.1 Raw or incoming materials 19 A.4.2 Alternative tests 22 A.4.3 Equipment . 22 A.5 Provisions applicable to A.2, A.3 and A.4 (to be used where

16、appropriate) 23 A.5.1 Records 23 A.5.2 Assessment of results . 23 A.5.3 Traceability 23 BS EN 13493:2013EN 13493:2013 (E) 3 A.5.4 Corrective action for non-conforming materials and products 23 A.5.5 Personnel . 23 A.5.6 Quality management . 23 Annex B (normative) Durability of geosynthetic barriers

17、. 24 B.1 Introduction 24 B.1.1 Standards to which this annex is common 24 B.1.2 Mechanisms of degradation . 24 B.1.3 Service life 25 B.1.4 Use of rework materials 25 B.2 Test requirements 25 B.2.1 General requirement 25 B.2.2 Requirements for repeat testing 25 B.2.3 Requirements for individual mater

18、ials 26 B.3 Durability tests . 27 B.3.1 Introduction 27 B.3.2 Weathering . 27 B.3.3 Resistance to micro-organisms . 29 B.3.4 Resistance to environmental stress cracking 29 B.3.5 Resistance to leaching 29 B.3.6 Resistance to oxidation 30 B.3.7 Chemical resistance 30 B.4 Evaluation tests and acceptanc

19、e criteria 30 B.4.1 General 30 B.4.2 Evaluation by comparison of tensile properties 30 B.4.3 Evaluation by comparison of Oxidative Induction Time (OIT) values 31 B.4.4 Evaluation by change in mass . 31 B.4.5 Evaluation by change in water permeability . 31 Annex ZA (informative) Clauses of this Europ

20、ean Standard addressing the provisions of the EU Construction Products Directive . 32 ZA.1 Scope and relevant characteristics . 32 ZA.2 Procedure for attestation of conformity of geosynthetic barriers . 33 ZA.2.1 System of attestation of conformity 33 ZA.2.2 EC Certificate and Declaration of Conform

21、ity 34 ZA.3 CE marking and labelling 35 Bibliography 39 BS EN 13493:2013EN 13493:2013 (E) 4 Foreword This document (EN 13493:2013) has been prepared by Technical Committee CEN/TC 189 “Geosynthetics”, the secretariat of which is held by NBN. This European Standard shall be given the status of a natio

22、nal standard, either by publication of an identical text or by endorsement, at the latest by January 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. Attention is drawn to the possibility that some of the elements of this document may be the subject of paten

23、t rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13493:2005. The following technical changes were introduced in comparison with the previous edition: The normative references were updated. Table 1 was revised. “Chem

24、ical resistance” was added to Clause 4. “Release of dangerous substances” was added to Clause 4. Annex A revised: “raw or incoming material” and Tables A.1 to A.3 were added. Annex B was revised. This document has been prepared under a mandate given to CEN by the European Commission and the European

25、 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 organisations of the following count

26、ries 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, Pol

27、and, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13493:2013EN 13493:2013 (E) 5 Introduction This European Standard allows manufacturers to describe geosynthetic barriers on the basis of declared values for characteristics relevant to the in

28、tended use and if tested to the specified method. It also includes procedures for evaluation of conformity and factory production control. This European Standard can also be used by designers, end-users and other interested parties as a tool to define relevant and appropriate characteristics for spe

29、cifications and on-site quality control. It should be emphasised however that not all characteristics and test methods quoted in this standard are suitable for the purpose of on-site quality control. Tests for some non-mandated characteristics are still under study and will be included when the stan

30、dard is revised. The term “product” used in this standard 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

31、 barriers when used in a specific application. Particular application cases can 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 determ

32、ined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure. BS EN 13493:2013EN 13493:2013 (E) 6 1 Scope This European Standard specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, cla

33、y geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers in the construction of solid waste storage and solid waste disposal sites, and the appropriate test methods to determine these characteristics. The intended use of these products is to control the leakage of fl

34、uids through the construction. This document is not applicable to geotextiles or geotextile-related products. This document provides for the evaluation of conformity of the product to this document. This document defines requirements to be met by manufacturers and distributors with regard to the pre

35、sentation of product properties. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referen

36、ced document (including any amendments) applies. 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 flex

37、ibility at low temperature EN 1844, Flexible sheets for waterproofing Determination of resistance to ozone Plastic and rubber sheets for roof waterproofing EN 1849-1, Flexible sheets for waterproofing Determination of thickness and mass per unit area Part 1: Bitumen sheets for roof waterproofing EN

38、1849-2, Flexible sheets for waterproofing Determination of thickness and mass per unit area Part 2: Plastic and rubber sheets EN 12224, Geotextiles and geotextile-related products Determination of the resistance to weathering EN 12225, Geotextiles and geotextile-related products Method for determini

39、ng the microbiological resistance by a soil burial test EN 12310-1, Flexible sheets for waterproofing Part 1: Bitumen sheets for waterproofing Determination of resistance to tearing (nail shank) EN 12311-1, Flexible sheets for waterproofing Part 1: Bitumen sheets for roof waterproofing Determination

40、 of tensile properties EN 12311-2, Flexible sheets for waterproofing Determination of tensile properties Part 2: Plastic and rubber sheets for roof waterproofing EN 13361, Geosynthetic barriers Characteristics required for use in the construction of reservoirs and dams EN 13362, Geosynthetic Barrier

41、s Characteristics required for use in the construction of canals BS EN 13493:2013EN 13493:2013 (E) 7 EN 13491, Geosynthetic barriers Characteristics required for use as a fluid barrier in the construction of tunnels and underground structures EN 13492, Geosynthetic barriers Characteristics required

42、for use in the construction of liquid waste disposal sites, transfer stations or secondary containment EN 14150, Geosynthetic barriers Determination of permeability to liquids EN 14151, Geosynthetics Determination of burst strength EN 14196, Geosynthetics Test methods for measuring mass per unit are

43、a of clay geosynthetic barriers EN 14414:2004, Geosynthetics Screening test method for determining chemical resistance for landfill applications EN 14415, Geosynthetic barriers Test method for determining the resistance to leaching CEN/TS 14416, Geosynthetic barriers Test method for determining the

44、resistance to roots CEN/TS 14417, Geosynthetic barriers Test method for the determination of the influence of wetting-drying cycles on the permeability of clay geosynthetic barriers CEN/TS 14418, Geosynthetic barriers Test method for the determination of the influence of freezing-thawing cycles on t

45、he permeability of clay geosynthetic barriers EN 14575, Geosynthetic barriers Screening test method for determining the resistance to oxidation EN 14576, Geosynthetics Test method for determining the resistance of polymeric geosynthetic barriers to environmental stress cracking EN 15382, Geosyntheti

46、c barriers Characteristics required for use in transportation infrastructure EN 16416, Geosynthetic clay barriers Determination of water flux index Flexible wall permeameter method at constant head EN ISO 527-1:2012, Plastics Determination of tensile properties Part 1: General principles (ISO 527-1:

47、2012) EN ISO 527-3:1995, Plastics Determination of tensile properties Part 3: Test conditions for films and sheets (ISO 527-3:1995) EN ISO 527-4:1997, Plastics Determination of tensile properties Part 4: Test conditions for isotropic and orthotopic fibre-reinforced plastic composites (ISO 527-4:1997

48、) EN ISO 9862, Geosynthetics Sampling and preparation of test specimens (ISO 9862) EN ISO 9863-1, Geosynthetics Determination of thickness at specified pressures Part 1: Single layers (ISO 9863-1) EN ISO 9864, Geosynthetics Test method for the determination of mass per unit area of geotextiles and g

49、eotextile-related products (ISO 9864) EN ISO 10318:2005, Geosynthetics Terms and definitions (ISO 10318:2005) EN ISO 10319, Geotextiles Wide-width tensile test (ISO 10319) EN ISO 10320, Geotextiles and geotextile-related products Identification on site (ISO 10320) BS EN 13493:2013EN 13493:2013 (E) 8 EN ISO 10773, Clay geosynthetic barriers Determination of permeability to gases (ISO 10773) EN ISO 11358, Plastics Thermogravimetry (TG) of polymers General princ