1、BS EN 15381:2008ICS 59.080.70; 93.080.20NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDGeotextiles andgeotextile-relatedproducts Characteristicsrequired for use inpavements and asphaltoverlaysThis British Standardwas published under theauthority of the Standard
2、sPolicy and StrategyCommittee on 30 April2009 BSI 2009ISBN 978 0 580 53975 6Amendments/corrigenda issued since publicationDate CommentsBS EN 15381:2008National forewordThis British Standard is the UK implementation of EN 15381:2008.The UK participation in its preparation was entrusted to TechnicalCo
3、mmittee B/553, Geotextiles and geomembranes.A list of organizations represented on this committee can be obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a Bri
4、tish Standard cannot confer immunityfrom legal obligations.BS EN 15381:2008EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15381August 2008ICS 59.080.70; 93.080.20English VersionGeotextiles and geotextile-related products - Characteristicsrequired for use in pavements and asphalt overlaysGotextile
5、s et produits apparents - Caractristiquesrequises pour lutilisation dans les chausses et couchesde roulement en enrobsGeotextilien und geotextilverwandte Produkte -Eigenschaften, die fr die Anwendung beim Bau vonFahrbahndecken und Asphaltdeckschichten erforderlichsindThis European Standard was appro
6、ved by CEN on 18 July 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstand
7、ards may be obtained on application to the CEN 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 translationunder the responsibility of a CEN member into its own language and notified to
8、the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Nether
9、lands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2008 CEN All rights of exploitation in a
10、ny form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15381:2008: EBS EN 15381:2008EN 15381:2008 (E) 2 Contents Page Foreword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms, definitions and abbreviations7 3.1 Terms and definitions .7 3.2 Abbreviations.8 4 Requi
11、red characteristics and corresponding test methods .8 4.1 General8 4.2 Characteristics relevant to specific conditions of use 10 4.2.1 General10 4.2.2 Alkaline resistance 10 4.2.3 Melting point.11 4.2.4 Resistance to weathering .11 5 Evaluation of conformity.11 5.1 General11 5.2 Verification of valu
12、es.11 5.3 Initial type tests12 5.4 Factory production control.12 5.5 Inspection .13 6 Marking .13 Annex A (normative) Factory production control14 A.1 Items to be addressed in a factory production control system14 A.1.1 General14 A.1.2 Product design.14 A.1.3 Production 14 A.1.4 Finished products14
13、A.1.5 Applicable to A.1.2, A1.3 and A.1.4 (to be used where appropriate) 15 A.2 Checklist for the assessment of a factory production control system16 A.2.1 General16 A.2.2 Checklist .16 Annex B (normative) Durability aspects.21 B.1 Weathering .21 B.2 Alkaline resistance 22 B.3 Corrosion resistance.2
14、2 Annex C (normative) Test method for the determination of the bitumen retention in paving fabrics used in pavements and asphalt overlays23 C.0 Introduction23 C.1 Scope 23 C.2 Test specimens23 C.2.1 Handling23 C.2.2 Selection .23 C.2.3 Number and dimensions.23 C.2.4 Condition of specimens 24 C.3 Tes
15、ting procedure24 C.4 Test report 25 Annex D (normative) Tensile test on steel wire mesh.26 BS EN 15381:2008EN 15381:2008 (E) 3 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive .27 ZA.1 Scope and relevant characteristics .27
16、ZA.2 Procedure for the attestation of conformity of geotextiles and geotextile-related products used in pavements and asphalt overlays .30 ZA.2.1 Systems of attestation of conformity30 ZA2.2 Certificate and declaration of conformity .31 ZA.3 CE-marking and labelling .32 Bibliography36 BS EN 15381:20
17、08EN 15381:2008 (E) 4 Foreword This document (EN 15381:2008) has been prepared by Technical Committee CEN/TC 189 “Geosynthetics”, the secretariat of which is held by IBN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorse
18、ment, at the latest by February 2009, and conflicting national standards shall be withdrawn at the latest by May 2010. 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 identifyin
19、g any or all such patent rights. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integ
20、ral part of this document. 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, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary
21、, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. BS EN 15381:2008EN 15381:2008 (E) 5 Introduction This standard allows manufacturers to describe geotextiles and geot
22、extile-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 evaluation of conformity and factory production control. This standard may also be used by designers, end-users and other in
23、terested parties and enables them to define which functions and conditions of use are relevant. Performance and index tests for several characteristics are still under study and will be included when the standard is revised. The term “product” which is used in this standard refers to geotextiles and
24、 geotextile-related products. 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. BS EN 15381:2008EN 15381:2008 (E) 6 1 Scope This European Standard specifies the relevant characteri
25、stics of metallic and non-metallic geotextiles and geotextile-related products used in the construction of pavements and asphalt overlays and the appropriate test methods to determine these characteristics. The intended use of these geotextiles and geotextile-related products is to fulfil one or mor
26、e of the following functions: reinforcement, stress relief and barrier. The use of geotextiles and geotextile-related products is to be considered as a part of an interlayer and asphalt overlay system. This standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318. This standar
27、d provides for evaluation of conformity of the product to this European Standard and for factory production control procedures. This standard defines requirements to be met by manufacturers and distributors with regard to the presentation of product properties. NOTE 1 Particular application cases or
28、 national specifications may contain additional requirements regarding product application or installation and specifying preferably standardized test methods, if they are technically relevant and not conflicting with European Standards. 2 Normative references The following referenced documents are
29、indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1426, Bitumen and bituminous binders Determination of needle penetration EN 10002-1,
30、Metallic materials Tensile testing Part 1: Method of test at ambient temperature EN 10080, Steel for the reinforcement of concrete Weldable reinforcing steel General EN 10223-3, Steel wire and wire products for fences Part 3: Hexagonal steel wire netting for engineering purposes EN 10244-2, Steel wi
31、re and wire products Non ferrous metallic coatings on steel wire Part 2: Zinc or zinc alloy coatings prEN 10348, Steel for the reinforcement of concrete Galvanized reinforcing steel EN 12224, Geotextiles and geotextile-related products Determination of the resistance to weathering EN 14030, Geotexti
32、les and geotextile-related products Screening test method for determining the resistance to acid and alkaline liquids (ISO/TR 12960:1998, modified) EN ISO 1043-1:2001, Plastics Symbols and abbreviated terms Part 1: Basic polymers and their special characteristics (ISO 1043-1:2001) EN ISO 3146, Plast
33、ics Determination of melting behaviour (melting temperature or melting range) of semi-crystalline polymers by capillary tube and polarizing-microscope methods (ISO 3146:2000) EN ISO 9862, Geosynthetics Sampling and preparation of test specimens (ISO 9862:2005) EN ISO 10318:2005, Geosynthetics Terms
34、and definitions (ISO 10318:2005) BS EN 15381:2008EN 15381:2008 (E) 7 EN ISO 10319, Geotextiles Wide-width tensile test (ISO 10319:1993) EN ISO 10320, Geotextiles and geotextile-related products Identification on site (ISO 10320:1999) EN ISO 12236, Geosynthetics Static puncture test (CBR test) (ISO 1
35、2236:2006) EN ISO 13433, Geosynthetics Dynamic perforation test (cone drop test) (ISO 13433:2006) EN ISO 13934-1, Textiles Tensile properties of fabrics Part 1: Determination of maximum force and elongation at maximum force using the strip method (ISO 13934-1:1999) EN ISO 15630-2, Steel for the rein
36、forcement and prestressing of concrete Test methods Part 2: Welded fabric (ISO 15630-2:2002) ASTM A975-97 (2003), Standard specification for double-twisted hexagonal mesh gabions and revet mattresses (metallic-coated steel wire or metallic-coated steel wire with poly(vinyl chloride) (PVC) coating) A
37、STM D6637-01, Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method 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
38、: 3.1.1 asphalt overlay upper layer of a pavement which is in contact with traffic 3.1.2 course structural element of a pavement, laid in one or more layers 3.1.3 pavement structure, composed of one or more courses, to support the passage of traffic 3.1.4 specification any document in which the work
39、, functions and specific conditions of use of the product are described 3.1.5 interlayer system geotextiles or geotextile-related products bonded in between two courses 3.1.6 tack coat bituminous emulsion or hot bitumen, used to fix and/or impregnate a geotextile or geotextile-related product betwee
40、n the under- and overlay 3.1.7 stress relief STR function provided by a bitumen-saturated paving fabric (non-woven or purpose-built composite) which when properly installed between a road surface and a new asphalt overlay allows for slight differential movements BS EN 15381:2008EN 15381:2008 (E) 8 b
41、etween the two layers and thus provides stress relief, which delays or arrests crack propagation in the asphalt overlay 3.1.8 interlayer barrier function provided by paving fabrics, which act in conjunction with a bitumen layer as a barrier to the ingress of water and thus prevent or delay the deter
42、ioration of the pavement 3.1.9 product geotextile or geotextile-related product 3.2 Abbreviations For the purposes of this document the following abbreviations from EN ISO 1043-1:2001 apply: PA: polyamide PE: polyethylene PET: polyethylene terephthalate (“polyester”) PP: polypropylene PVA: polyvinyl
43、 alcohol Furthermore the following abbreviations apply: MD: machine direction CMD: cross machine direction 4 Required characteristics and corresponding test methods 4.1 General The main function of geotextiles and geotextile-related products used in the construction and rehabilitation of roads and p
44、avements subjected to thermal, fatigue and reflective cracking is to reduce the amount of cracking in a new pavement or asphalt overlay. In addition, a barrier to top-down water ingress to the subbase and/or subgrade may be provided for. This is achieved by reinforcement, stress relief, (interlayer)
45、 barrier or a combination of these functions. The producer of the geotextiles and geotextile-related products shall provide the data based on the results of tests specified in this standard. The characteristics, their relevance to the conditions of use, and the test methods to be used, are given in
46、Tables 1 and 2. The list of characteristics in these tables includes those needed for regulatory purposes (H) (see also 1), those relevant to all conditions of use (A), and those relevant to specific conditions of use (S). ”- -” indicates that the characteristic is not relevant for that function. Wh
47、ere, for the same property, data for more than one function shall be provided, the following ranking order shall be observed: H overrules A, 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
48、.2. BS EN 15381:2008EN 15381:2008 (E) 9 The producer of the geotextile or geotextile-related product shall provide the data based on the results of tests specified in this standard, as described in 5.1. For the assessment of durability aspects (weathering, alkaline resistance or corrosion resistance
49、) the rules described in Annex B shall be observed. Table 1 - Non-metallic geotextiles and geotextile-related products used in pavements and asphalt overlays Functions, function-related characteristics and test methods to be used Characteristic Test method Function Reinforce-ment Stress relief Interlayer barrier (1) Tensile strength EN ISO 10319 aH H H (2) Elongation at maximum load EN ISO 10319 aH H H (3) Dynamic perforation bEN ISO 13433 H - - H (4) Static puncture strength bEN ISO 12236 H H H (5) Durability A
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