Geotextiles and geotextile-related products - Characteristics required for use in drainage systems

This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in drainage systems and the appropriate test methods to determine these characteristics.
The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation and drainage. The separation function is always used in conjunction with filtration or drainage. Accordingly, separation will never be specified alone.
This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318.
This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures.
This European Standard defines requirements to be met by manufacturers and distributors with regard to the presentation of product properties.
NOTE   Particular application cases may contain requirements regarding additional properties and – preferably standardised – test methods, if they are technically relevant.
This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997 1 (Eurocode 7), e.g. factors of safety. 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.

Geotextilien und geotextilverwandte Produkte - Geforderte Eigenschaften für die Anwendung in Dränanlagen

Diese Europäische Norm legt die wichtigsten Eigenschaften von Geotextilien und geotextilverwandten Produkten, die in Dränanlagen verwendet werden, sowie die geeigneten Prüfverfahren zur Bestimmung dieser Eigenschaften fest.
Bei ihrer vorgesehenen Anwendung werden diese Geotextilien und geotextilverwandte Produkte eine oder mehrere der folgenden Funktionen erfüllen: Filtern, Trennen und Dränen. Die Trennfunktion wird immer in Verbindung mit Filtern oder Dränen genutzt, folglich ist Trennen nie allein vorgegeben.
Diese Europäische Norm ist nicht auf geosynthetische Dichtungsbahnen anwendbar, wie in EN ISO 10318-1 festgelegt.
Diese Europäische Norm behandelt die Bewertung und Überprüfung der Leistungsbeständigkeit des Produkts nach dieser Europäischen Norm und die Verfahren für die werkseigene Produktionskontrolle.
Diese Europäische Norm definiert Anforderungen, die von Herstellern und Händlern im Hinblick auf die Darstellung der Produkteigenschaften einzuhalten sind.
Besondere Anwendungen können Anforderungen hinsichtlich zusätzlicher Eigenschaften und   vorzugsweise genormte   Prüfverfahren enthalten, wenn diese technisch relevant sind.
Diese Europäische Norm darf zur Festlegung von Bemessungswerten herangezogen werden, in dem die im Zusammenhang mit den in EN 1997-1 (Eurocode 7) angegebenen Definitionen berücksichtigt werden, z. B. Sicherheitsbeiwerte. Für das Produkt sollte die Bemessungsdauer festgelegt werden, weil seine Funktion zeitlich befristet sein darf, als Einbauhilfe, oder dauerhaft, der Lebensdauer des Bauwerks entsprechend.

Géotextiles et produits apparentés - Caractéristiques requises pour l'utilisation dans les systèmes de drainage

La présente Norme européenne spécifie les caractéristiques pertinentes des géotextiles et produits apparentés utilisés dans les systèmes de drainage, ainsi que les méthodes d'essai appropriées pour déterminer ces caractéristiques.
L'utilisation prévue de ces géotextiles ou produits apparentés est de remplir au moins l'une des fonctions suivantes : filtration, séparation et drainage. La fonction séparation étant toujours utilisée conjointement avec une filtration ou un drainage, celle-ci n'est jamais spécifiée seule.
La présente Norme européenne ne s'applique pas aux géomembranes et géosynthétiques bentonitiques tels que définis dans l'EN ISO 10318 1.
La présente 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.
La présente Norme européenne définit les exigences que les fabricants et distributeurs doivent satisfaire concernant la présentation des propriétés du produit.
Des cas d'application particuliers peuvent contenir des exigences sur des propriétés supplémentaires et méthodes d'essai – si possible normalisées – si elles sont techniquement pertinentes.
La présente Norme européenne peut être utilisée pour déduire les valeurs de calcul en prenant en compte les facteurs définis dans l'EN 1997 1 (Eurocode 7), par exemple les facteurs de sécurité. Il convient de déterminer la durée de vie prévue du produit, puisque sa fonction peut être provisoire, pour des besoins de construction, ou permanente, pour la durée de vie de la structure.

Geotekstilije in geotekstilijam sorodni izdelki - Značilnosti, ki se zahtevajo pri drenažnih sistemih

Ta evropski standard določa pomembne značilnosti geotekstilij in geotekstilijam sorodnih izdelkov, ki se uporabljajo pri drenažnih sistemih, ter ustrezne preskusne metode za določitev teh značilnosti.
Te geotekstilije in geotekstilijam sorodni izdelki naj bi imeli eno ali več naslednjih funkcij: filtriranje, ločevanje in drenaža. Funkcija ločevanja se vedno uporablja skupaj s filtriranjem ali drenažo. Zato ločevanje ne bo ločeno opredeljeno.
Ta evropski standard se ne uporablja za geosintetične zapore, kakor so opredeljene v standardu EN ISO 10318.
Ta evropski standard omogoča ocenjevanje in preverjanje stalnosti funkcionalnosti izdelka v skladu s tem evropskim standardom ter postopke kontrole proizvodnje v obratu.
Ta evropski standard določa zahteve, ki jih morajo izpolniti proizvajalci in distributerji glede predstavitve lastnosti izdelka.
OPOMBA:   Posamezni primeri uporabe lahko vključujejo zahteve glede dodatnih lastnosti in – po možnosti standardiziranih – preskusnih metod, če so tehnično pomembni.
Ta evropski standard se lahko uporablja za izpeljavo projektnih vrednosti ob upoštevanju dejavnikov v okviru definicij iz standarda EN 1997 1 (Evrokod 7), npr. dejavnikov varnosti. Določila naj bi se projektna življenjska doba izdelka, saj je njegova funkcija začasna, kot zagotavljanje primernosti za gradnjo, ali stalna, tj. za življenjsko dobo konstrukcije.

General Information

Status
Published
Public Enquiry End Date
02-Mar-2016
Publication Date
09-Nov-2016
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
21-Oct-2016
Due Date
26-Dec-2016
Completion Date
10-Nov-2016

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Geotextilien und geotextilverwandte Produkte - Geforderte Eigenschaften für die Anwendung in DränanlagenGéotextiles et produits apparentés - Caractéristiques requises pour l'utilisation dans les systèmes de drainageGeotextiles and geotextile-related products - Characteristics required for use in drainage systems91.140.80Drenažni sistemiDrainage systems59.080.70GeotekstilijeGeotextilesICS:Ta slovenski standard je istoveten z:EN 13252:2016SIST EN 13252:2016en,fr,de01-december-2016SIST EN 13252:2016SLOVENSKI
STANDARDSIST EN 13252:2014+A1:20151DGRPHãþD



SIST EN 13252:2016



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13252
October
t r s x ICS
w {ä r z rä y r Supersedes EN
s u t w tã t r s v ªA sã t r s wEnglish Version
Geotextiles and geotextileærelated products æ Characteristics required for use in drainage systems Géotextiles et produits apparentés æ Caractéristiques requises pour l 5utilisation dans les systèmes de drainage
Geotextilien und geotextilverwandte Produkte æ Geforderte Eigenschaften für die Anwendung in Dränanlagen This European Standard was approved by CEN on
v June
t r s xä
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 Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey andUnited Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
9
t r s x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u t w tã t r s x ESIST EN 13252:2016



EN 13252:2016 (E) 2 Contents Page European foreword . 4 Introduction . 5 1 Scope . 6 2 Normative references . 6 3 Terms, definitions and abbreviations . 7 3.1 Terms and definitions . 7 3.2 Abbreviations . 8 4 Required characteristics and corresponding methods of test. 8 4.1 General . 8 4.2 Selection of the appropriate standard in a specific application . 9 4.3 Characteristics relevant to specific conditions of use (S-coded characteristics). 12 4.3.1 Tensile strength of seams and joints . 12 4.3.2 Strength of structural junctions - geocomposites . 12 4.3.3 Static puncture . 12 4.3.4 Friction characteristics . 12 4.3.5 Compression strength under load . 12 4.3.6 Resistance to damage during installation . 12 4.3.7 Water flow capacity . 12 4.4 Release of dangerous substances . 12 5 Assessment and verification of constancy of performance (AVCP) . 13 5.1 General . 13 5.2 Presentation of characteristics . 13 5.3 Product type determination (PTD) . 13 5.4 Factory production control (FPC) . 14 5.5 Verification of values . 14 5.6 Initial inspection of factory and of FPC . 14 5.7 Continuous surveillance of FPC . 15 6 Marking . 15 Annex A (normative)
Factory production control . 16 A.1 Factory production control scheme . 16 A.1.1 General . 16 A.1.2 Product design . 16 A.1.3 Production . 16 A.1.4 Finished products . 16 A.1.5 Provisions applicable to A.1.2, A.1.3 and A.1.4 (to be used where appropriate) . 17 A.2 Assessment of a factory production control (FPC) system. 18 A.2.1 General . 18 A.2.2 Checklist . 18 A.2.3 Test frequency . 22 Annex B (normative)
Durability aspects . 23 B.1 General . 23 B.1.1 Service life . 23 SIST EN 13252:2016



EN 13252:2016 (E) 3 B.1.2 Initial and repeat testing of durability. 23 B.1.3 Use of rework material . 24 B.2 Weathering (all products) . 24 B.3 Products used in non-reinforcing applications and with service lives up to 5 years . 24 B.4 Other applications and service lives up to 25 years, 50 years and 100 years . 25 B.4.1 General . 25 B.4.2 Tests for specific materials . 25 Annex C (informative)
Guidelines for the selection of the appropriate standard in a specific application . 29 Annex D (informative)
Significant technical changes to superseded versions of this standard . 31 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation . 32 Bibliography . 44
SIST EN 13252:2016



EN 13252:2016 (E) 4 European foreword This document (EN 13252:2016) 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 April 2017, and conflicting national standards shall be withdrawn at the latest by July 2018. 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 all such patent rights. This document supersedes EN 13252:2014+A1:2015. 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 Regulation No 305/2011. For relationship with Regulation (EU) Nr. 305/2011, see informative Annex ZA, which is an integral part of this document. Annex D provides details of significant technical changes between this European Standard and the previous editions. 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 13252:2016



EN 13252:2016 (E) 5 Introduction This European Standard allows manufacturers to describe geotextiles and geotextile-related products 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 the assessment and verification of constancy of performance and factory production control. This European Standard may also be used by designers, end-users and other interested parties to define which functions and conditions of use are relevant. The term “product” used in this European Standard refers to a geotextile or geotextile-related product. This European Standard is part of a series of standards, addressing the requirements for geotextiles and geotextile-related products when used in a specific application. Annex C provides guidance on how to select the appropriate standard. SIST EN 13252:2016



EN 13252:2016 (E) 6 1 Scope This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in drainage systems and the appropriate test methods to determine these characteristics. The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation and drainage. The separation function is always used in conjunction with filtration or drainage. Accordingly, separation will never be specified alone. This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318-1. This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures. This European Standard defines requirements to be met by manufacturers and distributors with regard to the presentation of product properties. Particular application cases may contain requirements regarding additional properties and – preferably standardized – test methods, if they are technically relevant. This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997-1 (Eurocode 7), e.g. factors of safety. 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. 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 12224, Geotextiles and geotextile-related products - Determination of the resistance to weathering EN 12226, Geosynthetics - General tests for evaluation following durability testing EN 12447, Geotextiles and geotextile-related products - Screening test method for determining the resistance to hydrolysis in water EN ISO 1043-1, Plastics - Symbols and abbreviated terms - Part 1: Basic polymers and their special characteristics (ISO 1043-1) EN ISO 3696, Water for analytical laboratory use - Specification and test methods (ISO 3696) EN ISO 9862, Geosynthetics - Sampling and preparation of test specimens (ISO 9862) EN ISO 10318-1, Geosynthetics - Part 1: Terms and definitions (ISO 10318-1) EN ISO 10319, Geosynthetics - Wide-width tensile test (ISO 10319) EN ISO 10320, Geotextiles and geotextile-related products - Identification on site (ISO 10320) EN ISO 10321, Geosynthetics - Tensile test for joints/seams by wide-width strip method (ISO 10321) EN ISO 10722, Geosynthetics - Index test procedure for the evaluation of mechanical damage under repeated loading - Damage caused by granular material (ISO 10722) SIST EN 13252:2016



EN 13252:2016 (E) 7 EN ISO 11058, Geotextiles and geotextile-related products - Determination of water permeability characteristics normal to the plane, without load (ISO 11058) EN ISO 12236, Geosynthetics - Static puncture test (CBR test) (ISO 12236) EN ISO 12956, Geotextiles and geotextile-related products - Determination of the characteristic opening size (ISO 12956) 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 12958, Geotextiles and geotextile-related products - Determination of water flow capacity in their plane (ISO 12958) EN ISO 13426-1, Geotextiles and geotextile-related products - Strength of internal structural junctions - Part 1: Geocells (ISO 13426-1) EN ISO 13426-2, Geotextiles and geotextile-related products - Strength of internal structural junctions - Part 2: Geocomposites (ISO 13426-2) EN ISO 13433, Geosynthetics - Dynamic perforation test (cone drop test) (ISO 13433) EN ISO 13438, Geotextiles and geotextile-related products - Screening test method for determining the resistance to oxidation (ISO 13438) EN ISO 25619-1, Geosynthetics - Determination of compression behaviour - Part 1: Compressive creep properties (ISO 25619-1) EN ISO 25619-2, Geosynthetics - Determination of compression behaviour - Part 2: Determination of short-term compression behaviour (ISO 25619-2) ISO 10390, Soil quality — Determination of pH ASTM D7409 — 15, Standard Test Method for Carboxyl End Group Content of Polyethylene Terephthalate (PET) Yarns ASTM D4603 — 03(2011) e1, Standard Test Method for Determining Inherent Viscosity of Poly(Ethylene Terephthalate) (PET) by Glass Capillary Viscometer 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions of EN ISO 10318-1 and the following apply. 3.1.1 product geotextile or geotextile-related product SIST EN 13252:2016



EN 13252:2016 (E) 8 3.1.2 specification document in which the work, functions and specific conditions of use of the product are described 3.1.3 drainage system system used in geotechnical or civil engineering applications, which includes a geotextile or geotextile-related product in contact at least on one side with soil and/or another material and/or a geosynthetic, for the intake and transportation of a fluid 3.1.4 rework material RWM material that is generated in a process and capable of being reclaimed within the same process that generated it 3.1.5 post-consumer material PCM material generated by households or by commercial, industrial and institutional facilities in their role as end-users of the product which can no longer be used for its intended purpose Note 1 to entry: This includes returns of material from the distribution chain. 3.1.6 post-industrial material PIM material diverted from the waste stream during a manufacturing process 3.2 Abbreviations For the purposes of this document, the abbreviations given in EN ISO 1043-1 and EN ISO 10318-1 and the following apply. — AR: aramid — GCO-D: geocomposite drainage 4 Required characteristics and corresponding methods of test 4.1 General The main functions of geotextiles and geotextile-related products used in drainage systems are filtration, separation and drainage. If an erosion control system is integrated in the construction, the requirements of the appropriate standard shall also be fulfilled. As the separation function is always used in conjunction with another function, the separation function shall never be specified alone. The specification shall define which functions and conditions of use are relevant (see Table 1). The producer of the product shall provide the necessary data based on the requirements and test methods described in this European Standard. The characteristics, their relevance to the conditions of use, 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 (A), and those relevant to specific conditions of use (S). The indication “–” means that the characteristic is not relevant for that function. SIST EN 13252:2016



EN 13252:2016 (E) 9 Where, for the same property, data for more than one function shall be provided, the following ranking order shall be observed: A overrules S, and S overrules “–”. The functions and conditions of use, corresponding with the characteristics, marked with “S” in Table 1, are specified in 4.3. When static puncture resistance, dynamic perforation resistance, characteristic opening size and/or permeability normal to the plane are required for composite products, these requirements shall only apply to the filter layers and each filter layer shall be tested separately if they are different. The producer of the geotextile or geotextile-related product shall provide the data based on the results of tests specified in this European Standard, as described in 5.1. NOTE If filtration properties cannot be measured on a geocomposite, the filtration-related performance of the product is expressed as the performance of the single layer for the following characteristics: — dynamic perforation; — opening size; — water permeability. Durability shall be assessed in accordance with the requirements of Annex B. 4.2 Selection of the appropriate standard in a specific application Guidelines for the selection of the appropriate standard in a specific application are given in Annex C. SIST EN 13252:2016



EN 13252:2016 (E) 10 Table 1 — Geotextiles and geotextile-related products used in the construction of drainage systems– Functions, function-related characteristics and test methods to be used Characteristic Test method Functions Filtration Separation Drainage (1) Tensile strength b EN ISO 10319 A A A (2) Elongation at maximum load EN ISO 10319 A A A (3) Compression strength under load EN ISO 25619-2 – – S (4) Tensile strength of seams and joints c d EN ISO 10321 S S S (5) Tensile strength of internal junction (of GCO) EN ISO 13426-2 – – S (6) Static puncture resistance (CBR test) a b EN ISO 12236 S A - - (7) Dynamic perforation resistance (cone drop test) a EN ISO 13433 A A - - (8) Friction characteristics EN ISO 12957-1; EN ISO 12957-2 S S S (9) Compressive creep characteristics EN ISO 25619-1 – – A (10) Resistance to damage during installation under repeated loading EN ISO 10722 S S S (11) Characteristic opening size EN ISO 12956 A A - - (12) Water permeability normal to the plane EN ISO 11058 A A - - (13) Water flow capacity in the plane (soft/soft) EN ISO 12958 - - - - A (14) Water flow capacity in the plane (soft/rigid or rigid/rigid) EN ISO 12958 – – S (15) Durability characteristics According to Annex B A A A SIST EN 13252:2016



EN 13252:2016 (E) 11 Characteristic Test method Functions Filtration Separation Drainage Relevance: A: relevant to all conditions of use
S: relevant to specific conditions of use
“–”: indicates that the characteristic is not relevant for that function. a
Static or dynamic puncture resistance may not be relevant for some types of products, e.g. GCO-D. b
If the mechanical properties (tensile strength and static puncture) are coded “A” in this Table, the use of only one, either tensile strength or static puncture, is usually sufficient in a project specification. c
The strength of internal structural junctions of geocells shall be tested in accordance with EN ISO 13426-1. d
The strength of internal structural junctions of geocomposites shall be tested in accordance with EN ISO 13426-2. SIST EN 13252:2016



EN 13252:2016 (E) 12 4.3 Characteristics relevant to specific conditions of use (S-coded characteristics) 4.3.1 Tensile strength of seams and joints Data on tensile strength of seams and joints are necessary for all functions if the product is to be mechanically jointed and if load is transferred across the seams and joints. 4.3.2 Strength of structural junctions - geocomposites Data on junction strength are necessary when geocomposites are subjected to shear loads. 4.3.3 Static puncture Data on static puncture or - as an alternative - on tensile strength, are necessary for the filtration function if required by the specification, i.e. when the site loading conditions are such that there is a potential risk of static puncture of the filter layer. 4.3.4 Friction characteristics Data on friction characteristics are necessary for the functions separation and filtration when the product is used in a situation where a differential movement can take place between the product and adjacent material that may endanger the stability of the works. The friction characteristics can be measured, using site specific materials, by a direct shear test according to EN ISO 12957-1 or, in the case of loads up to 5 kPa, by an inclined plane test according to EN ISO 12957-2. Friction behaviour with the adjacent construction materials, e.g. the soil or the polymeric geosynthetic barrier, should also be considered. 4.3.5 Compression strength under load Data on compression strength under load are necessary when required by the tender specification. 4.3.6 Resistance to damage during installation EN ISO 10722 can be used as an index test giving the relative performance of the product. Testing with site specific soil and conditions may give more relevant results for specific design. 4.3.7 Water flow capacity Data on water flow capacity with bedding rigid/soft (or rigid/rigid) are necessary when required by the tender specification. 4.4 Release of dangerous substances National regulations on dangerous substances may require verification and declaration on release, and sometimes content, when construction products covered by this European Standard are placed on those markets. In the absence of European harmonized test methods, verification and declaration on release/content should be done taking into account national provisions in the place of use. NOTE An informative database covering European and national provisions on dangerous substances is available at http://ec.europa.eu/growth/tools-databases/cp-ds/index_en.htm SIST EN 13252:2016



EN 13252:2016 (E) 13 5 Assessment and verification of constancy of performance (AVCP) 5.1 General The compliance of geotextiles and geotextile-related products with the requirements of this European Standard and with the declared values shall be demonstrated by: — Product type determination (PTD) — Factory production control (FPC) by the manufacturer, including product assessment The manufacturer shall always retain the overall control and shall have the necessary means to take responsibility for the product. 5.2 Presentation of characteristics The characteristics specified in Table 2, except for durability, shall be expressed as mean values and tolerance value(s) corresponding to the 95 % confidence level. The values expressed may be verified using the procedure referred to in 5.5. NOTE The 95 % confidence level corresponds to the mean value minus (and/or plus) 1,0 tolerance value(s). Information on durability shall be expressed in accordance with Annex B. 5.3 Product type determination (PTD) PTD tests shall be carried out by the manufacturer to define the values of the properties to be declared for the product to satisfy the requirements of this European Standard. PTD tests shall also be carried out on existing products when a change in the basic materials or manufacturing procedures affects the declared properties or the use of a product. In these cases, the PTD tests are those for the properties which are affected or shall be confirmed and new properties introduced by a change of use. The tests to be conducted shall be reference tests as specified in this European Standard and shall be selected from the characteristics specified in Table 2, consistent with the product’s intended use: Table 2 — Characteristics required for PTD and AVCP Characteristic Functions Tensile strength Filtration, separation, drainage Elongation at maximum load Filtration, separation, drainage Static puncture resistance (CBR test) Separation Dynamic perforation resistance (cone drop test) Separation, filtration Characteristic opening size Filtration, separation Water permeability normal to the plane Filtration, separation Water flow capacity in the plane Drainage Durability a Filtration, separation, drainage a
For the durability aspects, see Table 1 and Annex B. The results of PTD tests shall be recorded and be available for inspection. The sample for the PTD tests shall be drawn according to EN ISO 9862 from a normal production run using the same materials and forming processes as used for the full production process. The size of the SIST EN 13252:2016



EN 13252:2016 (E) 14 sample shall be big enough to allow the determination of the characteristics specified in Table 2. Handmade samples, short trial batches and other development prototypes may be tested by the same methods, but shall not be used for establishing characteristic values in PTD tests. 5.4 Factory production control (FPC) A FPC scheme shall be established and documented in a manual prior to a product type being placed on the market. Subsequently, any fundamental changes in raw materials and additives, manufacturing procedures or the control scheme that affect the properties or use of a product shall be recorded in the manual. The manual shall include the FPC procedures relevant to the declared properties, as confirmed by the product type determination. The FPC procedures shall consist of a permanent internal production control system to ensure that such products comply with this European Standard and that the measured values conform to th
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Geotextilien und geotextilverwandte Produkte - Geforderte Eigenschaften für die Anwendung in DränanlagenGeotextiles and geotextile-related products - Characteristics required for use in drainage systems91.140.80Drenažni sistemiDrainage systems59.080.70GeotekstilijeGeotextilesICS:Ta slovenski standard je istoveten z:FprEN 13252kSIST FprEN 13252:2016en,fr,de01-februar-2016kSIST FprEN 13252:2016SLOVENSKI
STANDARD



kSIST FprEN 13252:2016



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
FINAL DRAFT
FprEN 13252
December
t r s w ICS
w {ä r z rä y r Will supersede EN
s u t w tã t r s v ªA sã t r s wEnglish Version
Geotextiles and geotextileærelated products æ Characteristics required for use in drainage systems
Geotextilien und geotextilverwandte Produkte æ Geforderte Eigenschaften für die Anwendung in Dränanlagen This draft European Standard is submitted to CEN members for unique acceptance procedureä It has been drawn up by the
If this draft becomes a European Standardá CEN members are bounwhich stipulate the conditions for giving this European Standard the status of a national standard without any alterationä
This draft European Standard was established by CEN in three ofer language made by 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
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FprEN 13252:2015 (E) 2 Contents Page European foreword . 4 Introduction . 5 1 Scope . 6 2 Normative references . 6 3 Terms, definitions and abbreviations . 7 3.1 Terms and definitions . 7 3.2 Abbreviations . 8 4 Required characteristics and corresponding methods of test. 8 4.1 General . 8 4.2 Selection of the appropriate standard in a specific application . 9 4.3 Characteristics relevant to specific conditions of use (S-coded characteristics). 12 4.3.1 Tensile strength of seams and joints . 12 4.3.2 Strength of structural junctions - geocomposites . 12 4.3.3 Static puncture . 12 4.3.4 Friction characteristics . 12 4.3.5 Compression strength under load . 12 4.3.6 Resistance to damage during installation . 12 4.3.7 Water flow capacity . 12 4.4 Release of dangerous substances . 12 5 Assessment and verification of constancy of performance (AVCP) . 13 5.1 General . 13 5.2 Presentation of characteristics . 13 5.3 Product type determination (PTD) . 13 5.4 Factory production control (FPC) . 14 5.5 Verification of values . 14 5.6 Initial inspection of factory and of FPC . 14 5.7 Continuous surveillance of FPC . 15 6 Marking . 15 Annex A (normative)
Factory production control . 16 A.1 Factory production control scheme . 16 A.1.1 General . 16 A.1.2 Product design . 16 A.1.3 Production . 16 A.1.4 Finished products . 16 A.1.5 Provisions applicable to A.1.2, A.1.3 and A.1.4 (to be used where appropriate) . 17 A.2 Assessment of a factory production control (FPC) system. 18 A.2.1 General . 18 A.2.2 Checklist . 18 A.2.3 Test frequency . 21 Annex B (normative)
Durability aspects . 23 B.1 General . 23 B.1.1 Service life . 23 kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 3 B.1.2 Initial and repeat testing of durability. 23 B.1.3 Use of rework material . 24 B.2 Weathering (all products) . 24 B.3 Products used in non-reinforcing applications and with service lives up to 5 years . 24 B.4 Other applications and service lives up to 25 years, 50 years and 100 years . 25 B.4.1 General . 25 B.4.2 Tests for specific materials . 25 Annex C (informative)
Guidelines for the selection of the appropriate standard in a specific application . 29 Annex D (informative)
Significant technical changes to superseded versions of this standard . 31 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation . 32 Bibliography . 44
kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 4 European foreword This document (FprEN 13252:2015) has been prepared by Technical Committee CEN/TC 189 “Geosynthetics”, the secretariat of which is held by NBN. This document is currently submitted to the Unique Acceptance Procedure. This document will supersede EN 13252:2014+A1:2015. 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 Regulation No 305/2011. For relationship with Regulation (EU) Nr. 305/2011, see informative Annex ZA, which is an integral part of this document. Annex D provides details of significant technical changes between this European Standard and the previous editions. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 5 Introduction This European Standard allows manufacturers to describe geotextiles and geotextile-related products 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 the assessment and verification of constancy of performance and factory production control. This European Standard may also be used by designers, end-users and other interested parties to define which functions and conditions of use are relevant. The term “product” used in this European Standard refers to a geotextile or geotextile-related product. This European Standard is part of a series of standards, addressing the requirements for geotextiles and geotextile-related products when used in a specific application. Annex C provides guidance on how to select the appropriate standard. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 6 1 Scope This European Standard specifies the relevant characteristics of geotextiles and geotextile-related products used in drainage systems and the appropriate test methods to determine these characteristics. The intended use of these geotextiles or geotextile-related products is to fulfil one or more of the following functions: filtration, separation and drainage. The separation function is always used in conjunction with filtration or drainage. Accordingly, separation will never be specified alone. This European Standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318-1. This European Standard provides for the assessment and verification of constancy of performance of the product to this European Standard and for factory production control procedures. This European Standard defines requirements to be met by manufacturers and distributors with regard to the presentation of product properties. Particular application cases may contain requirements regarding additional properties and – preferably standardized – test methods, if they are technically relevant. This European Standard may be used to derive design values by taking into account factors within the context of the definitions given in EN 1997-1 (Eurocode 7), e.g. factors of safety. 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. 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 12224, Geotextiles and geotextile-related products — Determination of the resistance to weathering EN 12226, Geosynthetics — General tests for evaluation following durability testing EN 12447, Geotextiles and geotextile-related products — Screening test method for determining the resistance to hydrolysis in water EN ISO 1043-1, Plastics - Symbols and abbreviated terms — Part 1: Basic polymers and their special characteristics (ISO 1043-1) EN ISO 3696, Water for analytical laboratory use — Specification and test methods (ISO 3696) EN ISO 9862, Geosynthetics — Sampling and preparation of test specimens (ISO 9862) EN ISO 10318-1, Geosynthetics - Part 1: Terms and definitions (ISO 10318-1) EN ISO 10319, Geosynthetics — Wide-width tensile test (ISO 10319) EN ISO 10320, Geotextiles and geotextile-related products — Identification on site (ISO 10320) EN ISO 10321, Geosynthetics — Tensile test for joints/seams by wide-width strip method (ISO 10321) EN ISO 10722, Geosynthetics — Index test procedure for the evaluation of mechanical damage under repeated loading — Damage caused by granular material (ISO 10722) kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 7 EN ISO 11058, Geotextiles and geotextile-related products — Determination of water permeability characteristics normal to the plane, without load (ISO 11058) EN ISO 12236, Geosynthetics — Static puncture test (CBR test) (ISO 12236) EN ISO 12956, Geotextiles and geotextile-related products — Determination of the characteristic opening size (ISO 12956) 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 12958, Geotextiles and geotextile-related products — Determination of water flow capacity in their plane (ISO 12958) EN ISO 13426-1, Geotextiles and geotextile-related products — Strength of internal structural junctions — Part 1: Geocells (ISO 13426-1) EN ISO 13426-2, Geotextiles and geotextile-related products — Strength of internal structural junctions — Part 2: Geocomposites (ISO 13426-2) EN ISO 13433, Geosynthetics — Dynamic perforation test (cone drop test) (ISO 13433) EN ISO 13438, Geotextiles and geotextile-related products — Screening test method for determining the resistance to oxidation (ISO 13438) EN ISO 25619-1, Geosynthetics — Determination of compression behaviour — Part 1: Compressive creep properties (ISO 25619-1) EN ISO 25619-2, Geosynthetics — Determination of compression behaviour — Part 2: Determination of short-term compression behaviour (ISO 25619-2) ISO 10390, Soil quality — Determination of pH ASTM D7409 — 15, Standard Test Method for Carboxyl End Group Content of Polyethylene Terephthalate (PET) Yarns ASTM D4603 — 03(2011)e1, Standard Test Method for Determining Inherent Viscosity of Poly(Ethylene Terephthalate) (PET) by Glass Capillary Viscometer 3 Terms, definitions and abbreviations 3.1 Terms and definitions For the purposes of this document, the terms and definitions of EN ISO 10318-1 and the following apply. 3.1.1 product geotextile or geotextile-related product kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 8 3.1.2 specification document in which the work, functions and specific conditions of use of the product are described 3.1.3 drainage system system used in geotechnical or civil engineering applications, which includes a geotextile or geotextile-related product in contact at least on one side with soil and/or another material and/or a geosynthetic, for the intake and transportation of a fluid 3.1.4 rework material
RWM material that is generated in a process and capable of being reclaimed within the same process that generated it 3.1.5 post-consumer material
PCM material generated by households or by commercial, industrial and institutional facilities in their role as end-users of the product which can no longer be used for its intended purpose Note 1 to entry: This includes returns of material from the distribution chain. 3.1.6 post-industrial material
PIM material diverted from the waste stream during a manufacturing process 3.2 Abbreviations For the purposes of this document, the abbreviations given in EN ISO 1043-1 and EN ISO 10318-1 and the following apply. — AR: aramid — GCO-D: geocomposite drainage 4 Required characteristics and corresponding methods of test 4.1 General The main functions of geotextiles and geotextile-related products used in drainage systems are filtration, separation and drainage. If an erosion control system is integrated in the construction, the requirements of the appropriate standard shall also be fulfilled. As the separation function is always used in conjunction with another function, the separation function shall never be specified alone. The specification shall define which functions and conditions of use are relevant (see Table 1). The producer of the product shall provide the necessary data based on the requirements and test methods described in this European Standard. The characteristics, their relevance to the conditions of use, 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 (A), and those relevant to specific conditions of use (S). The indication “–” means that the characteristic is not relevant for that function. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 9 Where, for the same property, data for more than one function shall be provided, the following ranking order shall be observed: A overrules S, and S overrules “–”. The functions and conditions of use, corresponding with the characteristics, marked with “S” in Table 1, are specified in 4.3. When static puncture resistance, dynamic perforation resistance, characteristic opening size and/or permeability normal to the plane are required for composite products, these requirements shall only apply to the filter layers and each filter layer shall be tested separately if they are different. The producer of the geotextile or geotextile-related product shall provide the data based on the results of tests specified in this European Standard, as described in 5.1. NOTE If filtration properties cannot be measured on a geocomposite, the filtration-related performance of the product is expressed as the performance of the single layer for the following characteristics: — dynamic perforation; — opening size; — water permeability. Durability shall be assessed in accordance with the requirements of Annex B. 4.2 Selection of the appropriate standard in a specific application Guidelines for the selection of the appropriate standard in a specific application are given in Annex C. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 10 Table 1 — Geotextiles and geotextile-related products used in the construction of drainage systems– Functions, function-related characteristics and test methods to be used Characteristic Test method Functions Filtration Separation Drainage (1) Tensile strength b EN ISO 10319 A A A (2) Elongation at maximum load EN ISO 10319 A A A (3) Compression strength under load EN ISO 25619-2 – – S (4) Tensile strength of seams and joints c d EN ISO 10321 S S S (5) Tensile strength of internal junction (of GCO) EN ISO 13426-2 – – S (6) Static puncture resistance (CBR test) a b EN ISO 12236 S A - - (7) Dynamic perforation resistance (cone drop test) a EN ISO 13433 A A - - (8) Friction characteristics EN ISO 12957-1; EN ISO 12957-2 S S S (9) Compressive creep characteristics EN ISO 25619-1 – – A (10) Resistance to damage during installation under repeated loading EN ISO 10722 S S S (11) Characteristic opening size EN ISO 12956 A A - - (12) Water permeability normal to the plane EN ISO 11058 A A - - (13) Water flow capacity in the plane (soft/soft) EN ISO 12958 - - - - A (14) Water flow capacity in the plane (soft/rigid or rigid/rigid) EN ISO 12958 – – S (15) Durability characteristics According to Annex B A A A kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 11 Relevance: A: relevant to all conditions of use
S: relevant to specific conditions of use
“–”: indicates that the characteristic is not relevant for that function. a
Static or dynamic puncture resistance may not be relevant for some types of products, e.g. GCO-D. b
If the mechanical properties (tensile strength and static puncture) are coded “A” in this Table, the use of only one, either tensile strength or static puncture, is usually sufficient in a project specification. c
The strength of internal structural junctions of geocells shall be tested in accordance with EN ISO 13426-1. d
The strength of internal structural junctions of geocomposites shall be tested in accordance with EN ISO 13426-2. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 12 4.3 Characteristics relevant to specific conditions of use (S-coded characteristics) 4.3.1 Tensile strength of seams and joints Data on tensile strength of seams and joints are necessary for all functions if the product is to be mechanically jointed and if load is transferred across the seams and joints. 4.3.2 Strength of structural junctions - geocomposites Data on junction strength are necessary when geocomposites are subjected to shear loads. 4.3.3 Static puncture Data on static puncture or - as an alternative - on tensile strength, are necessary for the filtration function if required by the specification, i.e. when the site loading conditions are such that there is a potential risk of static puncture of the filter layer. 4.3.4 Friction characteristics Data on friction characteristics are necessary for the functions separation and filtration when the product is used in a situation where a differential movement can take place between the product and adjacent material that may endanger the stability of the works. The friction characteristics can be measured, using site specific materials, by a direct shear test according to EN ISO 12957-1 or, in the case of loads up to 5 kPa, by an inclined plane test according to EN ISO 12957-2. Friction behaviour with the adjacent construction materials, e.g. the soil or the polymeric geosynthetic barrier, should also be considered. 4.3.5 Compression strength under load Data on compression strength under load are necessary when required by the tender specification. 4.3.6 Resistance to damage during installation EN ISO 10722 may be used as an index test giving the relative performance of the product. Testing with site specific soil and conditions may give more relevant results for specific design. 4.3.7 Water flow capacity Data on water flow capacity with bedding rigid/soft (or rigid/rigid) are necessary when required by the tender specification. 4.4 Release of dangerous substances National regulations on dangerous substances may require verification and declaration on release, and sometimes content, when construction products covered by this European Standard are placed on those markets. In the absence of European harmonized test methods, verification and declaration on release/content should be done taking into account national provisions in the place of use. NOTE An informative database covering European and national provisions on dangerous substances is available at http://ec.europa.eu/growth/tools-databases/cp-ds/index_en.htm kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 13 5 Assessment and verification of constancy of performance (AVCP) 5.1 General The compliance of geotextiles and geotextile-related products with the requirements of this European Standard and with the declared values shall be demonstrated by: — Product type determination (PTD) — Factory production control (FPC) by the manufacturer, including product assessment The manufacturer shall always retain the overall control and shall have the necessary means to take responsibility for the product. 5.2 Presentation of characteristics The characteristics specified in Table 2, except for durability, shall be expressed as mean values and tolerance value(s) corresponding to the 95 % confidence level. The values expressed may be verified using the procedure referred to in 5.5. NOTE The 95 % confidence level corresponds to the mean value minus (and/or plus) 1,0 tolerance value(s). Information on durability shall be expressed in accordance with Annex B. 5.3 Product type determination (PTD) PTD tests shall be carried out by the manufacturer to define the values of the properties to be declared for the product to satisfy the requirements of this European Standard. PTD tests shall also be carried out on existing products when a change in the basic materials or manufacturing procedures affects the declared properties or the use of a product. In these cases, the PTD tests are those for the properties which are affected or shall be confirmed and new properties introduced by a change of use. The tests to be conducted shall be reference tests as specified in this European Standard and shall be selected from the characteristics specified in Table 2, consistent with the product’s intended use: Table 2 — Characteristics required for PTD and AVCP Characteristic Functions Tensile strength Filtration, separation, drainage Elongation at maximum load Filtration, separation, drainage Static puncture resistance (CBR test) Separation Dynamic perforation resistance (cone drop test) Filtration Characteristic opening size Filtration, separation Water permeability normal to the plane Filtration, separation Water flow capacity in the plane Drainage Durability a Filtration, separation, drainage a
For the durability aspects, see Table 1 and Annex B. The results of PTD tests shall be recorded and be available for inspection. kSIST FprEN 13252:2016



FprEN 13252:2015 (E) 14 The sample for the PTD tests shall be drawn according to EN ISO 9862 from a normal production run using the same materials and forming processes as used for the full production process. The size of the sample shall be big enough to allow the determination of the characteristics specified in Table 2. Handmade samples, short trial batches and other development prototypes may be tested by the same methods, but shall not be used for establishing characteristic values in PTD tests. 5.4 Factory production control (FPC) A FPC scheme shall be established and documented in a manual prior to a product type being placed on the market. Subsequently, any fundamental changes in raw materials and additives, manufacturing procedures or the control scheme that affect the properties or use of a product shall be recorded in the manual. The manual shall include the FPC procedures relevant to the declared properties, as confirmed by the product type determination. The FPC procedures shall consist of a permanent internal production control system to ensure that such products comply with this European Standard and that the measured values conform to the declared values. Annex A (normative) lists all the items that shall be considered to determine the appropriate control measures for a product. The manufacturer shall establish control measures for the relevant items and record them in his FPC manual. These measures shall be described in detail, including the type of tests to be performed and the frequency of these tests (see also A.2). When relevant, the procedure given in A.2.3 shall be used to check the conformity of the product for one or more characteristics. 5.5 Verification of values If verification of values is required, the compliance of characteristics with the values defined in 5.2 shall be based on measurements made on two representative sam
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