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本文(BS EN 15381-2008 Geotextiles and geotextile-related products - Characteristics required for use in pavements and asphalt overlays《土工织物及其相关制品 公路和沥青铺设中使用的特性要求》.pdf)为本站会员(花仙子)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

BS EN 15381-2008 Geotextiles and geotextile-related products - Characteristics required for use in pavements and asphalt overlays《土工织物及其相关制品 公路和沥青铺设中使用的特性要求》.pdf

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 asphaltoverlaysLicensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:

2、14, Uncontrolled Copy, (c) BSIThis British Standardwas published under theauthority of the StandardsPolicy 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 i

3、mplementation of EN 15381:2008.The UK participation in its preparation was entrusted to TechnicalCommittee 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 necessa

4、ry provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EUROPEAN STANDARDNORME EURO

5、PENNEEUROPISCHE NORMEN 15381August 2008ICS 59.080.70; 93.080.20English VersionGeotextiles and geotextile-related products - Characteristicsrequired for use in pavements and asphalt overlaysGotextiles et produits apparents - Caractristiquesrequises pour lutilisation dans les chausses et couchesde rou

6、lement en enrobsGeotextilien und geotextilverwandte Produkte -Eigenschaften, die fr die Anwendung beim Bau vonFahrbahndecken und Asphaltdeckschichten erforderlichsindThis European Standard was approved by CEN on 18 July 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations w

7、hich 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 nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European St

8、andard 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 the CEN Management Centre has the same status as theofficial versions.CEN members are the national sta

9、ndards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kin

10、gdom.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 any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15381:2008: ELicensed

11、Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS 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 Required

12、 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 values.

13、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 A.1

14、.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.22 A

15、nnex 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 Testin

16、g procedure24 C.4 Test report 25 Annex D (normative) Tensile test on steel wire mesh.26 Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EN 15381:2008 (E) 3 Annex ZA (informative) Clauses of this European Standard addressing the provi

17、sions of the EU Construction Products Directive .27 ZA.1 Scope and relevant characteristics .27 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 a

18、nd declaration of conformity .31 ZA.3 CE-marking and labelling .32 Bibliography36 Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EN 15381:2008 (E) 4 Foreword This document (EN 15381:2008) has been prepared by Technical Committee CEN

19、/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 endorsement, at the latest by February 2009, and conflicting national standards shall be withdrawn at the latest

20、 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 identifying any or all such patent rights. This document has been prepared under a mandate given to CEN by the Euro

21、pean 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 orga

22、nizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R

23、omania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EN 15381:2008 (E) 5 Introduction This standard allows manufacturers to describe geotextiles and geotextile

24、-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 interest

25、ed 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 geote

26、xtile-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. Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 1

27、5381:2008EN 15381:2008 (E) 6 1 Scope This European Standard specifies the relevant characteristics 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.

28、The intended use of these geotextiles and geotextile-related products is to fulfil one or more 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

29、standard is not applicable to geosynthetic barriers, as defined in EN ISO 10318. This standard 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

30、with regard to the presentation of product properties. NOTE 1 Particular application cases or national specifications may contain additional requirements regarding product application or installation and specifying preferably standardized test methods, if they are technically relevant and not confli

31、cting with European Standards. 2 Normative references The following referenced documents are 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) appl

32、ies. EN 1426, Bitumen and bituminous binders Determination of needle penetration EN 10002-1, 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

33、for fences Part 3: Hexagonal steel wire netting for engineering purposes EN 10244-2, Steel wire 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

34、 geotextile-related products Determination of the resistance to weathering EN 14030, Geotextiles 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

35、Part 1: Basic polymers and their special characteristics (ISO 1043-1:2001) EN ISO 3146, Plastics 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 Sampl

36、ing and preparation of test specimens (ISO 9862:2005) EN ISO 10318:2005, Geosynthetics Terms and definitions (ISO 10318:2005) Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EN 15381:2008 (E) 7 EN ISO 10319, Geotextiles Wide-width te

37、nsile 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 12236:2006) EN ISO 13433, Geosynthetics Dynamic perforation test (cone drop test) (ISO 13433:2006) EN ISO 139

38、34-1, 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 reinforcement and prestressing of concrete Test methods Part 2: Welded fabric (ISO 15630-2:2002) ASTM A975-97 (2

39、003), 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) ASTM D6637-01, Standard test method for determining tensile properties of geogrids by the single or multi-rib

40、 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: 3.1.1 asphalt overlay upper layer of a pavement which is in contact with traffic 3.1.2 course structural e

41、lement 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, functions and specific conditions of use of the product are described 3.1.5 interlayer system geotextiles

42、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 between the under- and overlay 3.1.7 stress relief STR function provided by a bitumen-saturated paving fabric (non

43、-woven or purpose-built composite) which when properly installed between a road surface and a new asphalt overlay allows for slight differential movements Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 06/08/2009 04:14, Uncontrolled Copy, (c) BSIBS EN 15381:2008EN 15381:2008 (E) 8 between th

44、e 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 deterioration

45、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 alcohol

46、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 pavements

47、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) barrier

48、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 Tables 1

49、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. Where, 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 w

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