1、BRITISH STANDARD BS EN 13286-53:2004 Unbound and hydraulically bound mixtures Part 53: Methods for the manufacture of test specimens of hydraulically bound mixtures using axial compression The European Standard EN 13286-53:2004 has the status of a British Standard ICS 93.080.20 BS EN 13286-53:2004 T
2、his British Standard was published under the authority of the Standards Policy and Strategy Committee on 19 January 2005 BSI 19 January 2005 ISBN 0 580 45299 9 National foreword This British Standard is the official English language version of EN 13286-53:2004. The UK participation in its preparatio
3、n was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/4, Cementitous bound materials, unbound granular materials, waste materials and marginal materials, which has the responsibility to: A list of organizations represented on this subcommittee can be obtained on request
4、 to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Elec
5、tronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to
6、understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document com
7、prises a front cover, an inside front cover, the EN title page, pages 2 to 10, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROP
8、ENNE EUROPISCHENORM EN1328653 December2004 ICS93.080.20 Englishversion UnboundandhydraulicallyboundmixturesPart53:Methods forthemanufactureoftestspecimensofhydraulicallybound mixturesusingaxialcompression Mlangestraitsetmlangesnontraitsauxliants hydrauliquesPartie53:Mthodedeconfectionpar compression
9、axialedesprouvettesdematriauxtraits auxliantshydrauliques UngebundeneundhydraulischgebundeneGemischeTeil 53:VerfahrenzurHerstellungvonProbekrpernvon hydraulischgebundenenGemischendurchaxialenDruck ThisEuropeanStandardwasapprovedbyCENon12November2004. CENmembersareboundtocomplywiththeCEN/CENELECInter
10、nalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsinthreeoffic
11、ialversions(English,French,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusast heofficial versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,Cyprus,CzechRepublic,Denmark,Estonia
12、,Finland,France, Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal, Slovakia, Slovenia,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentr
13、e:ruedeStassart,36B1050Brussels 2004CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN1328653:2004:EEN 13286-53:2004 (E) 2 Contents Page Foreword3 1 Scope 5 2 Normative references 5 3 Terms and definitions .5 4 Symbols 5 5 Principle6 6 Dimensions of t
14、he specimens6 7 Apparatus .6 8 Procedure .7 9 Storage8 10 Test report 8 EN 13286-53:2004 (E) 3 Foreword This document (EN 13286-53:2004) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of
15、a national standard, either by publication of an identical text or by endorsement, at the latest by June 2005, and conflicting national standards shall be withdrawn at the latest by June 2005. This document is one of a series of documents as listed below. EN 13286-1, Unbound and hydraulically bound
16、mixtures Part 1: Test methods for laboratory reference density and water content Introduction, general requirements and sampling EN 13286-2, Unbound and hydraulically bound mixtures Part 2: Test methods for the determination of the laboratory reference density and water content Proctor compaction EN
17、 13286-3, Unbound and hydraulically bound mixtures Part 3: Test methods for laboratory reference density and water content Vibrocompression with controlled parameters EN 13286-4, Unbound and hydraulically bound mixtures Part 4: Test methods for laboratory reference density and water content Vibratin
18、g hammer EN 13286-5, Unbound and hydraulically bound mixtures Part 5: Test methods for laboratory reference density and water content Vibrating table EN 13286-7, Unbound and hydraulically bound mixtures Part 7: Cyclic load triaxial test for unbound mixtures EN 13286-40, Unbound and hydraulically bou
19、nd mixtures Part 40: Test method for the determination of the direct tensile strength of hydraulically bound mixtures EN 13286-41, Unbound and hydraulically bound mixtures Part 41: Test method for the determination of the compressive strength of hydraulically bound mixtures EN 13286-42, Unbound and
20、hydraulically bound mixtures Part 42: Test method for the determination of the indirect tensile strength of hydraulically bound mixtures EN 13286-43, Unbound and hydraulically bound mixtures Part 43: Test method for the determination of the modulus of elasticity of hydraulically bound mixtures EN 13
21、286-44, Unbound and hydraulically bound mixtures Part 44: Test method for the determination of the alpha coefficient of vitrified blast furnace slag EN 13286-45, Unbound and hydraulically bound mixtures Part 45: Test method for the determination of the workability period of hydraulically bound mixtu
22、res EN 13286-46, Unbound and hydraulically bound mixtures Part 46: Test method for the determination of the moisture condition value EN 13286-47, Unbound and hydraulically bound mixtures Part 47: Test method for the determination of California bearing ratio, immediate bearing index and linear swelli
23、ng EN 13286-53:2004 (E) 4 prEN 13286-48, Unbound and hydraulically bound mixtures Part 48: Test method for the determination of the degree of pulverisation EN 13286-49, Unbound and hydraulically bound mixtures Part 49: Accelerated swelling test for soil treated by lime and/or hydraulic binder EN 132
24、86-50, Unbound and hydraulically bound mixtures Part 50: Method for the manufacture of test specimens of hydraulically bound mixtures using Proctor equipment or vibrating table compaction EN 13286-51, Unbound and hydraulically bound mixtures Part 51: Method for the manufacture of test specimens of h
25、ydraulically bound mixtures using vibrating hammer compaction EN 13286-52, Unbound and hydraulically bound mixtures Part 52: Method for the manufacture of test specimens of hydraulically bound mixtures using vibrocompression EN 13286-53, Unbound and hydraulically bound mixtures Part 53: Methods for
26、the manufacture of test specimens of hydraulically bound mixtures using axial compression According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmar
27、k, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 13286-53:2004 (E) 5 1 Scope This document specifies a test method for mak
28、ing cylindrical specimens of hydraulically bound mixtures to a predetermined density and moisture content by axial compression. This document applies to mixtures, or that part of a mixture, containing aggregate up to a maximum size of 22,4 mm, and for mixtures that have sufficient fines or cohesion
29、to allow extrusion without damage immediately after compaction. 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 documen
30、t (including any amendments) applies. EN 933-2, Tests for geometrical properties of aggregates Part 2: Determination of particle size distribution Test sieves, nominal size of apertures 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 compacti
31、on by axial compression method of manufacture of a laboratory test specimen by compacting a predetermined quantity of mixture into a cylindrical mould of known volume using axial pressure applied through pistons or plugs at both ends of the mould 3.2 slenderness ratio height to diameter ratio of the
32、 specimen 4 Symbols For the purposes of this document, the following symbols apply. d specimen diameter, in millimetres (mm); h specimen height, in millimetres (mm); e displacement depth of collar, in millimetres (mm); m mass of the specimen, in grams (g); V volume of the specimen, in cubic millimet
33、res (mm 3 ); ddry density of the specimen, in megagrams per cubic metre (Mg/m 3 ); w water content of the mixture expressed as a percentage by dry mass (%). EN 13286-53:2004 (E) 6 5 Principle Cylindrical test specimens of the mixture are made by axial compression. After demoulding, the specimens are
34、 stored at a specified temperature and for a specified period of time minimizing loss of moisture until required for testing. NOTE The method described usually produces specimens with a density gradient such that the density in the central part of the specimen is less than that at the ends. 6 Dimens
35、ions of the specimens Specimens shall conform to the dimensions given in Table 1. Table 1 Specimen dimensions Column 1 2 3 Line d mm h mm Maximum size of particle permitted in the specimen mm 1 50 50 or 100 11,2 2 100 100 or 200 22,4 7 Apparatus 7.1 Moulds, with dimensions conforming to the followin
36、g (see Figure 1), according to the size of specimen selected from Table 1: a) internal diameter (d 0,1) mm; b) minimum height for cylinder with a slenderness ratio of 2 1,7 h; c) minimum height for cylinder with a slenderness ratio of 1 2,4 h; d) minimum wall thickness 10 mm. Each mould shall have f
37、langed pistons (plugs) for each end of the mould with dimensions as follows: e) external diameter (d 0,5 mm) 0,1 mm; f) minimum height 0,7 d. The length of the plugs and the moulds shall be such that the free space in the middle part of the mould is (h 0,2) mm when the flanges of the 2 plugs are in
38、contact with the barrel of the mould. 7.2 Displacing half-collars conforming to Figure 2, three pairs of which are used between the flanges of the plugs and the barrel of the cylinder during the filling and compaction procedure in order to minimize density gradients within the specimen. The displace
39、ment depth of the collars shall conform to Table 2. EN 13286-53:2004 (E) 7 Table 2 Displacement depth of the collars Pair number E 1 h/4 2 h/6 3 h/10 7.3 Compaction press or compression testing machine, capable of exerting sufficient force in a controlled manner without vibration to achieve compacti
40、on of the specimen. 7.4 11,2 mm and 22,4 mm test sieves, conforming to EN 933-2. 8 Procedure 8.1 Sieve the mixture on the 11,2 mm sieve for 50 mm diameter specimens and on the 22,4 mm sieve for 100 mm diameter specimens and use only the fraction passing the appropriate sieve for the manufacture of t
41、he specimens. 8.2 Calculate the mass of the mixture required for moulding using the following formula: () 100 100 000 1 d w V m + = where m is the mass of the mixture to be introduced in the mould, in grams (g); V volume of the specimen, in cubic millimetres (mm 3 ); dis the dry density of the speci
42、men, in megagrams per cubic metre (Mg/m 3 ); w is the water content of the dry mass of the mixture, in percent (%). 8.3 Introduce pair number 1 of the displacing collars between the flange of the bottom plug and the barrel of the mould. 8.4 Place the total quantity of mixture into the mould. During
43、filling, tamp the material gently and uniformly. 8.5 Insert the upper plug into the mould. Replace pair number 1 of the displacing collars with pair number 2. 8.6 Place the mould between the platens of the press or compression machine. Apply pressure smoothly so the upper plug can be fully inserted
44、at the slowest and most constant speed possible. 8.7 When the flange of the upper plug is in contact with the barrel of the mould, release the pressure and replace pair number 2 of the displacing collars with pair number 3. 8.8 Recommence the compaction so that full penetration of the bottom plug ta
45、kes at least 10 s. 8.9 Remove pair 3 of the displacing collars. The pressure shall be maintained for at least 10 s after the flanges are in full contact with the mould barrel. EN 13286-53:2004 (E) 8 8.10 If the maximum pressure exceeds 3 MPa, the required density or water content of the mixture shal
46、l be modified and the process repeated. NOTE It is also practice to employ apparatus that uses just one pair of displacing collars. Provided the penetration of the 2 plugs is similar during compaction, the above procedure can be modified accordingly. 8.11 Immediately on completion of compaction, car
47、efully remove the plugs and using a plunger, smoothly extrude the specimen from the mould. The speed of this operation shall not exceed 2 mm/s. 8.12 Determine immediately the mass of the specimen to the nearest 5 g and then store as in Clause 9. 9 Storage Specimens shall be stored vertically, preven
48、ting loss of moisture, at a temperature within 2 C of the specified temperature, for the time specified in the relevant mixture document. 10 Test report The test report shall include the following information: a) reference to this document; b) type of mixture; c) origin of the mixture; d) preparation of the mixture where applicable; e) percentage by mass of mixture retained on the 11,2 mm or 22,4 mm sieve if any; f) mass, water content and dry density of the specime
