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    EN 16993-2018 Geosynthetic barriers - Characteristics required for use in the construction of storage lagoons secondary containment (above and below ground) and.pdf

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    EN 16993-2018 Geosynthetic barriers - Characteristics required for use in the construction of storage lagoons secondary containment (above and below ground) and.pdf

    1、BSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06Geosynthetic barriers - Characteristics required for use in the construction of storage lagoons, secondary containment (above and below ground) and other containment applications for chemicals, polluted water and produc

    2、ed liquidsBS EN 16993:2018National forewordThis British Standard is the UK implementation of EN 16993:2018.The UK participation in its preparation was entrusted to Technical Committee B/553, Geosynthetics.A list of organizations represented on this committee can be obtained on request to its secreta

    3、ry.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2018 Published by BSI Standards Limited 2018ISBN 978 0 580 93481 0ICS 59.080.70; 91.100.50Compliance with a British Standar

    4、d cannot confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 April 2018.Amendments/corrigenda issued since publicationDate Text affectedBRITISH STANDARDBS EN 16993:2018EUROPEAN STANDARDNORME EUROPENNEEURO

    5、PISCHE NORMEN 16993March 2018ICS 59.080.70; 91.100.50EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGCEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2018 CEN Ref. No. EN 16993:2018: EAll rights of exploitation in any form and by any

    6、means reserved worldwide for CEN national MembersGeosynthetic barriers - Characteristics required for use in the construction of storage lagoons, secondary containment (above and below ground) and other containment applications for chemicals, polluted water and produced liquidsGomembranes et gosynth

    7、tiques bentonitiques - Caractristiques requises pour lutilisation dans la construction des bassins de retenue, enceintes de confinement secondaire (au-dessus et au-dessous du sol) et autres applications de confinement pour les produits chimiques, les eaux pollues et les liquides produitsGeosynthetis

    8、che Dichtungsbahnen - Geforderte Eigenschaften fr die Anwendung beim Bau von Speicherbecken, Auffangwannen (ober- und unterirdisch) und anderen Anwendungen fr Chemikalien, verschmutztes Wasser und produzierte FlssigkeitenThis European Standard was approved by CEN on 30 October 2017.CEN members are b

    9、ound 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

    10、 CEN-CENELEC 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-CENELEC Management Centre

    11、 has the same status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,

    12、Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.English VersionEN 16993:2018 (E)European foreword 3Introduction . 41 Scope . 52 Normative references 53 Terms, definitions and abbreviations 83.1 Terms

    13、 and definitions . 83.2 Abbreviations . 94 Characteristics and corresponding methods of test .104.1 General 104.2 Types of applications 104.2.1 General. 104.2.2 Application 1: Primary containment in open lagoon 104.2.3 Application 2: Cover barrier . 104.2.4 Application 3: Secondary containment of li

    14、quid waste .114.2.5 Application 3: Secondary containment in a concrete bund .114.2.6 Application 4: Secondary containment in a soil bund 124.3 Relevant characteristics . 124.4 Characteristics relevant to specific conditions of use 194.4.1 General. 194.4.2 Gas Permeability .194.4.3 Burst strength and

    15、 elongation 194.4.4 Tear strength 194.4.5 Friction characteristics (direct shear and inclined plane tests) 194.4.6 Low temperature behaviour . 194.4.7 Weathering .204.4.8 Chemical resistance 204.4.9 Resistance to wetting and drying . 204.4.10 Freezethaw cycle resistance 204.4.11 Resistance to root p

    16、enetration . 204.5 Release of dangerous substances . 205 Assessment and verification of constancy of performance (AVCP) 205.1 General 205.2 Type testing 215.2.1 General. 215.2.2 Test samples, testing and compliance criteria 225.2.3 Test reports 225.2.4 Shared other party results 225.2.5 Cascading de

    17、termination of the product type results 235.3 Factory production control (FPC) 245.3.1 General. 245.3.2 Requirements 245.3.3 Product specific requirements 285.3.4 Initial inspection of factory and of FPC .295.3.5 Continuous surveillance of FPC . 295.3.6 Procedure for modifications . 305.3.7 One-off

    18、products, pre-production products (e.g. prototypes) and products produced in very low quantity 30Annex A (normative) Durability of geosynthetic barriers 32Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305/2011 52Bibliography .552Contents PageBS EN 16993:2018E

    19、N 16993:2018 (E)European forewordThis document (EN 16993:2018) 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 national standard, either by publication of an identical text or by endors

    20、ement, at the latest by September 2018, and conflicting national standards shall be withdrawn at the latest by December 2019.Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or

    21、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.For relationship with Regulation (EU) No 305/2011, see informative Annex ZA, which is an integral part of this document.According to the CEN-CENELEC

    22、Internal Regulations, the national standards organizations 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, Icelan

    23、d, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.3BS EN 16993:2018EN 16993:2018 (E)IntroductionThis document allows manufacturers to describe geosynthetic bar

    24、riers on the basis of declared values for characteristics relevant to the intended use and if tested to the specified method. It also includes procedures for assessment and verification of constancy of performance (AVCP) including the factory production control.This document can also be used by desi

    25、gners, end-users and other interested parties as a tool to define relevant and appropriate characteristics for specifications.Tests for some non-mandated characteristics are still under study and will be included when the standard is revised.The term “product” used in this document refers to a geosy

    26、nthetic barrier, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers.This document is part of a group of standards, addressing the requirements for geosynthetic barriers when used in a specific application.Particular application cases can contai

    27、n requirements about 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, fo

    28、r the lifetime of the structure.4BS EN 16993:2018EN 16993:2018 (E)1 ScopeThis European Standard specifies the characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers used as fluid barriers and separation lay

    29、er in the construction of hazardous liquid containment and secondary containment around storage facilities for hazardous liquids and the appropriate test methods to determine these characteristics.NOTE This document is not applicable to applications where one geosynthetic barrier is manufactured in

    30、direct contact with a second geosynthetic barrier in order to reduce the overall permeability of the barrier. Such “multicomponent” products are subject to the required characteristics for the relevant component.The intended use of these products is to control the leakage of fluids through the const

    31、ruction.This European Standard is not applicable to geotextiles or geotextile-related products as defined in EN ISO 10318-1.This European Standard provides for the assessment and verification of constancy of performance (AVCP) of the product to this European Standard including factory production con

    32、trol procedures.This European Standard defines characteristics to be considered with regard to the presentation of performance.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated referenc

    33、es, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.EN 495-5:2013, Flexible sheets for waterproofing Determination of foldability at low temperature Part 5: Plastic and rubber sheets for roof waterproofingEN 110

    34、9:2013, Flexible sheets for waterproofing Bitumen sheets for roof waterproofing Determination of flexibility at low temperatureEN 1110:2010, Flexible sheets for waterproofing Bitumen sheets for roof waterproofing Determination of flow resistance at elevated temperatureEN 1296:2000, Flexible sheets f

    35、or waterproofing Bitumen, plastic and rubber sheets for roofing Method of artificial ageing by long term exposure to elevated temperatureEN 1427:2015, Bitumen and bituminous binders Determination of the softening point Ring and Ball methodEN 1849-1:1999, Flexible sheets for waterproofing Determinati

    36、on of thickness and mass per unit area Part 1: Bitumen sheets for roof waterproofingEN 1849-2:2009, Flexible sheets for waterproofing Determination of thickness and mass per unit area Part 2: Plastic and rubber sheetsEN 12224:2000, Geotextiles and geotextile-related products Determination of the res

    37、istance to weatheringEN 12225:2000, Geotextiles and geotextile-related products Method for determining the microbiological resistance by a soil burial testEN 12226:2012, Geosynthetics General tests for evaluation following durability testingEN 12310-1:1999, Flexible sheets for waterproofing Part 1:

    38、Bitumen sheets for waterproofing - Determination of resistance to tearing (nail shank)5BS EN 16993:2018EN 16993:2018 (E)EN 12311-1:1999, Flexible sheets for waterproofing Part 1: Bitumen sheets for roof waterproofing Determination of tensile propertiesEN 12311-2:2013, Flexible sheets for waterproofi

    39、ng Determination of tensile properties Part 2: Plastic and rubber sheets for roof waterproofingEN 12447:2001, Geotextiles and geotextile-related products Screening test method for determining the resistance to hydrolysis in waterEN 13249:2016, Geotextiles and geotextile-related products Characterist

    40、ics required for use in the construction of roads and other trafficked areas (excluding railways and asphalt inclusion)EN 13250:2016, Geotextiles and geotextile-related products Characteristics required for use in the construction of railwaysEN 13251:2016, Geotextiles and geotextile-related products

    41、 Characteristics required for use in earthworks, foundations and retaining structuresEN 13252:2016, Geotextiles and geotextile-related products Characteristics required for use in drainage systemsEN 13253:2016, Geotextiles and geotextile-related products Characteristics required for use in erosion c

    42、ontrol works (coastal protection, bank revetments)EN 13254:2016, Geotextiles and geotextile-related products Characteristics required for the use in the construction of reservoirs and damsEN 13255:2016, Geotextiles and geotextile-related products Characteristics required for use in the construction

    43、of canalsEN 13256:2016, Geotextiles and geotextile-related products Characteristics required for use in the construction of tunnels and underground structuresEN 13257:2016, Geotextiles and geotextile-related products Characteristics required for use in solid waste disposalsEN 13265:2016, Geotextiles

    44、 and geotextile-related products Characteristics required for use in liquid waste containment projectsEN 14150:2006, Geosynthetic barriers Determination of permeability to liquidsEN 14151:2010, Geosynthetics Determination of burst strengthEN 14196:2016, Geosynthetics Test methods for measuring mass

    45、per unit area of clay geosynthetic barriersEN 14414:2004, Geosynthetics Screening test method for determining chemical resistance for landfill applicationsEN 14415:2004, Geosynthetic barriers Test method for determining the resistance to leachingCEN/TS 14416:2014, Geosynthetic barriers Test method f

    46、or determining the resistance to rootsCEN/TS 14417:2014, Geosynthetic barriers Test method for the determination of the influence of wetting-drying cycles on the permeability of clay geosynthetic barriersCEN/TS 14418:2014, Geosynthetic Barriers Test method for the determination of the influence of f

    47、reezing-thawing cycles on the permeability of clay geosynthetic barriersEN 14575:2005, Geosynthetic barriers Screening test method for determining the resistance to oxidationEN 14576:2005, Geosynthetics Test method for determining the resistance of polymeric geosynthetic barriers to environmental st

    48、ress cracking6 BS EN 16993:2018EN 16993:2018 (E)EN 16416:2013, Geosynthetic clay barriers Determination of water flux index Flexible wall permeameter method at constant headEN ISO 527-1:2012, Plastics Determination of tensile properties Part 1: General principles (ISO 527-1:2012)EN ISO 527-3:1995, P

    49、lastics 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)EN ISO 1133-1:2011, Plastics Determination of the melt mass-flow rate (MFR) and melt volume-flow rate (MVR) of thermoplastics Part 1: Standard method (ISO 1133-1:2011)EN ISO 1183-1:2012, Plastics Met


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