EN 15382:2018
(Main)Geosynthetic barriers - Characteristics required for use in transportation infrastructure
Geosynthetic barriers - Characteristics required for use in transportation infrastructure
This 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 layer in infrastructure works, e.g. roads, railroads, runways of airports, and the appropriate test methods to determine these characteristics.
Tunnels and associated underground structures are addressed in EN 13491.
The intended use of these products is to control the pathway of fluid through the construction and to limit any contamination, e.g. by de-icing products, of groundwater or water sources.
This European Standard 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 European Standard defines characteristics to be considered with regard to the presentation of performance.
This European Standard does not cover applications where the geosynthetic barrier will be in contact with water that has been treated for human consumption.
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 in Verkehrsbauten erforderlich sind
Diese Europäische Norm legt die relevanten Eigenschaften von geosynthetischen Dichtungsbahnen (geosynthetische Kunststoff-, Ton- und Bitumendichtungsbahnen), die als Abdichtung gegen Flüssigkeit bei Verkehrsbauten, z. B. Straßen, Schienenwege, Landebahnen, verwendet werden, und die geeigneten Prüfverfahren zur Bestimmung dieser Eigenschaften fest. Tunnel und verbundene Tiefbauwerke werden in EN 13491 behandelt.
Die bestimmungsgemäße Anwendung dieser Produkte ist die Kontrolle des Weges der Flüssigkeiten durch das Bauwerk und die Begrenzung jeglicher Kontamination, z. B. durch auftauende Produkte, von Grundwasser und Wasserquellen.
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.
Dieses Dokument umfasst nicht die Anwendungen, bei denen die geosynthetische Dichtungsbahn in Kontakt mit Trinkwasser kommt, das für den unmittelbaren menschlichen Gebrauch behandelt wurde.
Wo Trinkwasser in direkten Kontakt mit dem Produkt kommt oder kommen kann, sollte sich der Planer auf andere zutreffende Normen, Anforderungen und/oder Bestimmungen beziehen.
Géomembranes et géosynthétiques bentonitiques - Caractéristiques requises pour l'utilisation dans les infrastructures de transport
Cette Norme européenne spécifie les caractéristiques applicables aux géosynthétiques d'étanchéité incluant les géomembranes polymériques, les géosynthétiques bentonitiques et les géomembranes bitumineuses utilisés comme barrière aux fluides dans les travaux d'infrastructures, par exemple les chaussées, voies ferrées et pistes aéroportuaires, ainsi que les méthodes d'essai appropriées pour déterminer ces caractéristiques.
Les tunnels et ouvrages souterrains sont couverts par l'EN 13491.
Ces produits sont destinés à contrôler le passage de liquides à travers la construction et limiter toute contamination, par des produits de dégivrage par exemple, des nappes phréatiques ou des ressources en eau.
Cette Norme européenne ne s'applique pas aux géotextiles ou produits apparentés, tels que définis dans l'EN ISO 10318 1.
Cette Norme européenne permet d'évaluer et de vérifier la constance des performances du produit à la présente Norme européenne et les procédures de contrôle de la production en usine.
Cette Norme européenne définit les exigences que les fabricants et leurs représentants agréés doivent satisfaire concernant la présentation des propriétés du produit.
Cette Norme européenne ne couvre pas les cas où la géomembrane ou le géosynthétique bentonitique doit être en contact avec une eau traitée destinée à la consommation humaine.
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 ovire - Zahtevane lastnosti za uporabo v infrastrukturi transporta
Ta evropski standard določa ustrezne lastnosti geosintetičnih ovir (polimernih, opečnatih in bitumenskih geosintetičnih ovir), ki se uporabljajo za zaščito pred tekočinami v infrastrukturi, npr. na cestah, železniških progah, pristajalnih stezah letališč, in ustrezne preskusne metode za določanje teh lastnosti. Predore in podzemne gradnje obravnava EN 13491. Ti proizvodi so namenjeni nadzoru poti tekočin skozi konstrukcijo in omejitvi kakršnega koli onesnaženja podtalnice ali vodnih virov, npr. z odmrznitvijo izdelkov. Ta evropski standard se uporablja za geosintetične ovire, vendar ne za geotekstilije ali sorodne izdelke, kot je določeno v EN ISO 10318. Ta evropski standard omogoča vrednotenje skladnosti proizvoda s tem evropskim standardom. Ta evropski standard določa zahteve, ki jih morajo izpolniti proizvajalci in njihovi pooblaščeni zastopniki glede predstavitve lastnosti proizvoda. Ta evropski standard ne zajema uporabe, kjer bodo geosintetične ovire v stiku s pitno vodo, ki je namenjena ljudem. V teh primerih je treba upoštevati druge ustrezne standarde, zahteve in/ali predpise.
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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 in Verkehrsbauten erforderlich sindBarrières géosynthétiques - Caractéristiques requises pour l'utilisation dans l'infrastructure des voies de transportGeosynthetic barriers - Characteristics required for use in transportation infrastructure93.080.20Materiali za gradnjo cestRoad construction materials59.080.70GeotekstilijeGeotextilesICS:Ta slovenski standard je istoveten z:EN 15382:2018SIST EN 15382:2018en,fr,de01-junij-2018SIST EN 15382:2018SLOVENSKI
STANDARDSIST EN 15382:20131DGRPHãþD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15382
March
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{ uä r z rä t r Supersedes EN
s w u z tã t r s uEnglish Version
Geosynthetic barriers æ Characteristics required for use in transportation infrastructure Géomembranes et géosynthétiques bentonitiques æ Caractéristiques requises pour l 5utilisation dans les infrastructures de transport
Geosynthetische Dichtungsbahnen æ Eigenschaftená die für die Anwendung in Verkehrsbauten erforderlich sind This European Standard was approved by CEN on
w November
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 w u z tã t r s z ESIST EN 15382:2018
Durability of geosynthetic barriers . 34 A.1 General . 34 A.1.1 Service Life. 34 A.1.2 Type testing of durability . 34 SIST EN 15382:2018
Clauses of this European Standard with Regulation (EU) No. 305/2011 . 57 Bibliography . 61
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”;
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 and 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 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, 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 15382:2018
¯ y v ½C and
y v ½C with a Vitreous Silica Dilatometer 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 D61411), Standard Guide for Screening Clay Portion and Index Flux of Geosynthetic Clay Liner (GCL) for Chemical Compatibility to Liquids 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
1)
http://www.astm.org/Standards/D6141.htm. SIST EN 15382:2018
Key 1 pavement and/or track bed 2 rain water collection 3 geosynthetic barrier (GBR), with protection geosynthetic (optional) 4 cover soil 5 fill soil 6 collection pipe 7 manhole Figure 1 — Deep GBR on side slopes
Key 1 pavement and/or track bed 2 side embankment 3 geosynthetic barrier (GBR), with protection geosynthetic (optional) 4 cover soil 5 sealing connection 6 collection pipe 7 manhole Figure 2 — Shallow GBR on side slopes SIST EN 15382:2018
Key 1 pavement and/or track bed 2 rain water collection 3 geosynthetic barrier (GBR), with protection geosynthetic (optional) 4 cover soil 5 fill soil 6 collection pipe Figure 3 — Deep GBR between two roads
Key 1 pavement and/or track bed 2 sealing connection 3 geosynthetic barrier (GBR), with protection geosynthetic (optional) 4 cover soil 5 fill soil 6 collection pipe Figure 4 — Shallow GBR between two roads 4.3 Relevant characteristics The characteristics, their relevance to the conditions of use, and the test methods to be used, are specified in Table 1. The list of characteristics in Table 1 includes those relevant to all conditions of use (A) (essential characteristics are listed in Table ZA.1), and those relevant to specific conditions of use (S). The indication “–” means that the characteristic is not relevant for that function. SIST EN 15382:2018
Geosynthetic barrier Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
Physical properties 1 Thickness 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 EN 1849-2 EN 1849-1 EN 14196
Hydraulic properties 3 Liquid tightnessa 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 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, EPDM homogenous 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/min 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 SIST EN 15382:2018
Geosynthetic barrier Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
EN 12311-2, method B EPDM multicomponent EN 12311-2, method A maximum tensile force in N/50 mm to be reported EPDM homogenous v = 100 mm/min 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 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 EPDM homogenous EN 12311-2, method B EPDM multicomponent EN 12311-2, method A 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 SIST EN 15382:2018
Geosynthetic barrier Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
speed is 500 mm/min Elongation at break to be reported EPDM multicomponent v = 100 mm/min Elongation at maximum tensile force in % to be reported
7 Static puncture A A A EN ISO 12236 EN ISO 12236 EN ISO 12236
8 Burst strength and elongation 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 — ISO 34-1 EN 12310-1 — For GBR-P use ISO 34-1, 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.
Physical properties 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 — EN 495-5 EN 1109 —
13 Thermal expansion A — — ASTM D696 — —
Durability 14 Weathering A A S EN 12224 EN 12224 EN 12224 In accordance with Annex A SIST EN 15382:2018
Geosynthetic barrier Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
15 Microorganisms A A A EN 12225 EN 12225 EN 12225 In accordance with Annex A 16 Oxidation A A A EN 14575 EN 14575 EN ISO 13438 In accordance with Annex A 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 this standard. 17 Environmental stress cracking A — A EN 14576 — EN 14576 In accordance with Annex A 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 Leaching (water soluble) A A A EN 14415 EN 14415 EN 14415 In accordance with Annex A 19 Wetting/drying — — A — — CEN/TS 14417 In accordance with Annex A 20 Freezing/thawing — — A — — CEN/TS 14418 In accordance with Annex A 21 Root penetration A A A CEN/TS 14416 CEN/TS 14416 CEN/TS 14416 In accordance with Annex A 22 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 a 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). SIST EN 15382:2018
Geosynthetic barrier Test methods Remarks No Property to be testeda GBR-P GBR-B GBR-C GBR-P GBR-B GBR-C
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 SIST EN 15382:2018
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