SIST EN 13493:2013
(Main)Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites
Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites
This European Standard specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay 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 fluids 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 presentation of product properties.
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau von Deponien und Zwischenlagern für feste Abfallstoffe erforderlich sind
Diese Europäische Norm legt die relevanten Eigenschaften von geosynthetischen Dichtungsbahnen, einschließlich geosynthetische Kunststoff-, Ton- und Bitumendichtungsbahnen, die als Abdichtung beim Bau von Deponien und Zwischenlagern für feste Abfallstoffe verwendet werden, und die geeigneten Prüfverfahren zur Bestimmung dieser Eigenschaften fest.
Die bestimmungsgemäße Anwendung dieser Produkte ist das Durchsickern von Flüssigkeiten durch das Bauwerk zu kontrollieren.
Dieses Dokument ist nicht anwendbar auf Geotextilien oder geotextilverwandte Produkte.
Dieses Dokument ermöglicht die Konformitätsbewertung des Produktes hinsichtlich dieses Dokuments.
Dieses Dokument legt die Anforderungen fest, die von Herstellern und Händlern in Bezug auf die Darstellung der Produkteigenschaften eingehalten werden müssen.
Géomembranes, géosynthétiques bentonitiques - Caractéristiques requises pour l'utilisation dans la construction des ouvrages de stockage et d'enfouissement de déchets solides
La présente Norme européenne spécifie les caractéristiques requises pour les géomembranes polymériques ou bitumineuses, et les géosynthétiques bentonitiques utilisés comme barrière aux fluides dans la construction des ouvrages de stockage et d'enfouissement de déchets solides, ainsi que les méthodes d'essai permettant de déterminer ces caractéristiques.
Ces produits sont destinés à contrôler les fuites de liquides dans la construction.
Le présent document ne s'applique pas aux géotextiles ou produits apparentés.
Le présent document donne les informations permettant d’évaluer la conformité du produit au présent document.
Le présent document définit les exigences auxquelles les fabricants et distributeurs doivent satisfaire pour la présentation des propriétés du produit.
Geosintetične ovire - Značilnosti, ki se zahtevajo pri gradnji začasnih shramb za trdne odpadke in odlagališč
Ta evropski standard določa ustrezne lastnosti geosintetičnih ovir, vključno s polimernimi, opečnati in bitumenskimi geosintetičnimi ovirami, če se uporabljajo za zaščito pred tekočinami pri gradnji začasnih shramb za trdne odpadke in odlagališč za trdne odpadke, in ustrezne preskusne metode za določanje teh lastnosti. Ti proizvodi se predvidoma uporabljajo za nadzor uhajanja tekočin 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 distributerji glede predstavitve lastnosti izdelka.
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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 Deponien und Zwischenlagern für feste Abfallstoffe erforderlich sindGéomembranes, géosynthétiques bentonitiques - Caractéristiques requises pour l'utilisation dans la construction des ouvrages de stockage et d'enfouissement de déchets solidesGeosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites59.080.70GeotekstilijeGeotextiles13.030.40Naprave in oprema za odstranjevanje in obdelavo odpadkovInstallations and equipment for waste disposal and treatmentICS:Ta slovenski standard je istoveten z:EN 13493:2013SIST EN 13493:2013en,fr,de01-december-2013SIST EN 13493:2013SLOVENSKI
STANDARDSIST EN 13493:20051DGRPHãþD
SIST EN 13493:2013
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13493
July 2013 ICS 59.080.70; 91.100.50 Supersedes EN 13493:2005English Version
Geosynthetic barriers - Characteristics required for use in the construction of solid waste storage and disposal sites
Barrières géosynthétiques - Caractéristiques requises pour l'utilisation dans la construction des ouvrages de stockage et d'enfouissement de déchets solides
Geosynthetische Dichtungsbahnen - Eigenschaften, die für die Anwendung beim Bau von Deponien und Zwischenlagern für 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 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 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 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, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR 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. No. EN 13493:2013: ESIST EN 13493:2013
EN 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 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 strength . 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 of 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 . 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 appropriate) . 23 A.5.1 Records . 23 A.5.2 Assessment of results . 23 A.5.3 Traceability . 23 SIST EN 13493:2013
EN 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 . 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 materials . 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 acceptance 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 European 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 Conformity . 34 ZA.3 CE marking and labelling . 35 Bibliography . 39
SIST EN 13493:2013
EN 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 national 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 patent 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. "Chemical 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 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 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, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
SIST EN 13493:2013
EN 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 intended 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 specifications 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 standard 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 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 determined, since its function may be temporary, as a construction expediency, or permanent, for the lifetime of the structure. SIST EN 13493:2013
EN 13493:2013 (E) 6 1 Scope This European Standard specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay 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 fluids 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 presentation 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 referenced 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 flexibility 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 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 determining 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 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 Barriers Characteristics required for use in the construction of canals SIST EN 13493:2013
EN 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 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 area 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 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 the 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, Geosynthetic 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 527-1:2012) 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) 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 geotextile-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) SIST EN 13493:2013
EN 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 principles (ISO 11358) EN ISO 12236, Geosynthetics Static puncture test (CBR test) (ISO 12236) EN ISO 12957-1, Geosynthetics Determination of friction characteristics Part 1: Direct shear test
(ISO 12957-1) EN ISO 12957-2, Geosynthetics Determination of friction characteristics Part 2: Inclined plane test (ISO 12957-2) EN ISO 13438, Geotextiles and geotextile-related products Screening test method for determining the resistance to oxidation (ISO 13438) ISO 34-1:2010, Rubber, vulcanized or thermoplastic Determination of tear strength Part 1: Trouser, angle and crescent test pieces ISO 11357-6, Plastics — Differential scanning calorimetry (DSC) — Part 6: Determination of oxidation induction time (isothermal OIT) and oxidation induction temperature (dynamic OIT) ASTM D696, Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 °C and 30 °C With a Vitreous Silica Dilatometer ASTM D1434, Standard Test Method for Determining Gas Permeability Characteristics of Plastic Film and Sheeting ASTM D5890, Standard Test Method for Swell Index of Clay Mineral Component of Geosynthetic Clay Liners 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions given in EN ISO 10318:2005 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 property values of the geosynthetic barrier of use are described 3.1.3 waste disposal site site for the deposit of waste (landfills), including facilities where solid waste is unloaded and stored in order to permit its preparation for further transport for recovery, treatment or disposal elsewhere 3.1.4 solid waste waste in solid form including liquid-solid mixtures having capability to be handled as, or mixed with solid waste for storage purposes 3.1.5 basal liner material which forms the main barrier to prevent the escape of contained fluids from the base of the facility SIST EN 13493:2013
EN 13493:2013 (E) 9 3.1.6 side liner material which forms the main barrier to prevent the escape of contained fluids from the sides of the facility 3.1.7 capping liner material placed above the waste or contaminated material to prevent the ingress of water and the uncontrolled escape of fluids and/or gases 3.2 Abbreviations For the purposes of this document, the abbreviations given in EN ISO 10318:2005 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 used in the construction of solid waste storage and disposal sites, is to prevent the movement of fluids through the construction and to prevent the leachate of the stored materials to move into the surrounding ground. This includes the use of a geosynthetic barrier as a basal, side or capping liner. Damage during installation has not been addressed in this document. 4.2 Types of applications 4.2.1 General The main function of geosynthetic barriers used in the construction of solid waste disposal sites is to prevent or reduce the flow of fluid through the structure.
4.2.2 Application 1: "Composite lining system" Application where geosynthetic barriers are used as a composite lining system in the base and/or cover. Figure 1 shows a typical cross-section. SIST EN 13493:2013
EN 13493:2013 (E) 10
Key 1 top soil 2 rain water collection layer 3 geosynthetic barrier (GBR-P or GBR-B) 4 geosynthetic barrier (GBR-C) 5 gas drainage layer 6 leveling layer 7 waste body 8 leachate collection system 9 geotextile 10 subgrade Figure 1 — A geosynthetic barrier as a typical high performance composite lining system for municipal solid waste disposal sites 4.2.3 Application 2: "Single lined system" Application where a single geosynthetic barrier is used in the base and/or cover. Figure 2 shows a typical cross-section. SIST EN 13493:2013
EN 13493:2013 (E) 11
Key 1 top soil 2 rain water collection layer 3 geosynthetic barrier 4 leveling layer 5 waste body 6 leachate collection system 7 geotextile 8 subgrade Figure 2 — A geosynthetic barrier as a single lined system for solid waste disposal sites 4.3 Relevant characteristics The characteristics and the test methods to be used are given in Table 1. The list of characteristics in Table 1 includes those relevant to all conditions of use and subject to harmonisation (H) (see Annex ZA), those relevant to all conditions of use and not subject to harmonisation (A), and those relevant to specific conditions of use and not subject to harmonisation (S). The functions and conditions of use, corresponding with the characteristics, marked with “S” in Table 1, are specified in 4.4. The manufacturer shall provide the data based on the results of tests specified in this standard and, where relevant, in accordance with 5.1. The manufacturer shall provide information on how functioning joints can be made. Where products are jointed in the factory the water permeability and, if relevant, the strength of the joints shall be tested and data presented. SIST EN 13493:2013
EN 13493:2013 (E) 12 Table 1 —Geosynthetic Barriers used in the construction of solid waste storage and disposal sites - Functions, function-related characteristics and test methods to be used
Geosynthetic barrier Test methods Remarks Nr Property to be tested GBR-P
GBR-B GBR-C GBR-P GBR-B GBR-C
Physical properties
1 Thickness A A A EN 1849-2 EN 1849-1 EN ISO 9863-1
2 Mass per unit area A A A EN 1849-2 EN 1849-1 EN 14196
Hydraulic properties
3 Water permeability (liquid tightness)
H H H EN 14150 EN 14150 EN 16416 Report index flux for GBR-C.
4 Gas permeability (gas tightness) H H S ASTM D1434
ASTM D1434
EN ISO 10773 Se
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