DIN EN 13286-47-2012 Unbound and hydraulically bound mixtures - Part 47 Test method for the determination of California bearing ratio immediate bearing index and linear swelling Ge.pdf

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1、July 2012 Translation by DIN-Sprachendienst.English price group 9No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93

2、.080.20!$,l“1900973www.din.deDDIN EN 13286-47Unbound and hydraulically bound mixtures Part 47: Test method for the determination of California bearing ratio,immediate bearing index and linear swellingEnglish translation of DIN EN 13286-47:2012-07Ungebundene und hydraulisch gebundene Gemische Teil 47

3、: Prfverfahren zur Bestimmung des CBR-Wertes (California bearing ratio), desdirekten Tragindex (IBI) und des linearen SchwellwertesEnglische bersetzung von DIN EN 13286-47:2012-07Mlanges traits et mlanges non traits aux liants hydrauliques Partie 47: Mthode dessai pour la dtermination de lindice por

4、tant Californien (CBR), delindice de portance immdiate (IPI) et du gonflement linaireTraduction anglaise de DIN EN 13286-47:2012-07SupersedesDIN EN 13286-47:2004-04www.beuth.deDocument comprises 13 pagesIn case of doubt, the German-language original shall be considered authoritative.06.12 DIN EN 132

5、86-47:2012-07 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 227 “Road materials”, Working Group WG 4 “Hydraulic bound and unbound mixtures (including byproducts and waste materials)”, (Secretariat: DIN, Germany). The responsi

6、ble German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-10-90 AA SpA zu CEN/TC 154/SC 3,4 und SpA zu CEN/TC 227/WG 4. Amendments This standard differs from DIN EN 13286-47:2004-04 as follows: a) the s

7、tandard has been editorially revised; b) a second paragraph has been added in Clause 6. Previous editions DIN EN 13286-47: 2004-04 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13286-47 April 2012 ICS 93.080.20 Supersedes EN 13286-47:2004English Version Unbound and hydraulically bound mixture

8、s - Part 47: Test method for the determination of California bearing ratio, immediate bearing index and linear swelling Mlanges traits et mlanges non traits aux liants hydrauliques - Partie 47: Mthode dessai pour la dtermination de lindice portant Californien (CBR), de lindice de portance immdiate (

9、IPI) et du gonflement linaire Ungebundene und hydraulisch gebundene Gemische - Teil 47: Prfverfahren zur Bestimmung des CBR-Wertes (California bearing ratio), des direkten Tragindex (IBI) und des linearen Schwellwertes This European Standard was approved by CEN on 9 March 2012. CEN members are bound

10、 to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN

11、-CENELEC 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 translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre ha

12、s the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, P

13、oland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any fo

14、rm and by any means reserved worldwide for CEN national Members. Ref. No. EN 13286-47:2012: EEN 13286-47:2012 (E) 2 Contents Page Foreword 31 Scope 52 Normative references 53 Terms and definitions .54 Principle 55 Apparatus .65.1 Apparatus for specimen manufacture .65.2 Additional apparatus for soak

15、ing procedure and measurement of swelling 65.3 Additional apparatus for determination of the California bearing ratio and immediate bearing index 66 Test sample for the California bearing ratio and immediate bearing index tests .67 Specimen manufacture for the California bearing ratio and immediate

16、bearing index tests 78 Curing for California bearing ratio test78.1 General 78.2 Curing by prevention of evaporation .78.3 Curing that permits full soaking .88.4 Curing consisting of prevention of evaporation followed by soaking .89 Procedure for California bearing ratio and immediate bearing index

17、determination .910 Calculation and expression of results .910.1 Force/penetration curve 910.2 Calculation of California bearing ratio/immediate bearing index 1010.3 Reporting California bearing ratio/immediate bearing index results 1011 Test report . 11DIN EN 13286-47:2012-07 EN 13286-47:2012 (E) 3

18、Foreword This document (EN 13286-47:2012) 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 a national standard, either by publication of an identical text or by endorsement, at the lates

19、t by October 2012, and conflicting national standards shall be withdrawn at the latest by October 2012. 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 su

20、ch patent rights. This document supersedes EN 13286-47:2004. The following changes have been made in comparison with EN 13286-47:2004: Editorial changes; Addition of the 2ndparagraph in Clause 6. This European standard is one of a series of standards as listed below: EN 13286-1, Unbound and hydrauli

21、cally bound 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 laboratory reference density and water content Proctor compaction; EN 13286-3, U

22、nbound 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 Vibrating hammer;

23、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 bound mixt

24、ures 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 hydra

25、ulically 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; DIN EN 1

26、3286-47:2012-07 EN 13286-47:2012 (E) 4 EN 13286-44, 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 wo

27、rkability period of hydraulically bound mixtures; 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 r

28、atio, immediate bearing index and linear swelling; EN 13286-48, Unbound and hydraulically bound mixtures Part 48: Test method for the determination of degree of pulverisation; EN 13286-49, Unbound and hydraulically bound mixtures Part 49: Accelerated swelling test for soil treated by lime and/or hyd

29、raulic binder; EN 13286-50, 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

30、of test specimens of hydraulically 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 mixtur

31、es Part 53: Methods for the manufacture of test specimens of hydraulically bound mixtures using axial compression; prEN 13286-54, Unbound and hydraulically bound mixtures Part 54: Test method for the determination of frost susceptibility Resistance to freezing and thawing of hydraulically bound mixt

32、ures. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, I

33、reland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 13286-47:2012-07 EN 13286-47:2012 (E) 5 1 Scope This European Standard specifies the test methods for the laborat

34、ory determination of the California bearing ratio and immediate bearing index. The tests are appropriate to that part of the mixture up to a maximum particle size of 22,4 mm. When immersion in water is specified as part of the curing of the specimen, this European Standard also includes the determin

35、ation of vertical swelling of the specimen before the determination of the California bearing ratio. 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 cite

36、d applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1097-5:2008, Tests for mechanical and physical properties of aggregates Part 5: Determination of the water content by drying in a ventilated oven EN 13286-2, Unbound and hydraulica

37、lly bound mixtures Part 2: Test methods for laboratory reference density and water content Proctor compaction 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 California bearing ratio ratio used to characterise the bearing capacity of a mixtur

38、e, determined immediately after compaction, or after a period of curing 3.2 immediate bearing index immediate California bearing ratio test without surcharge 3.3 Proctor compactive effort compactive effort used in the Proctor test described in EN 13286-2 3.4 modified Proctor compactive effort compac

39、tive effort used in the modified Proctor test described in EN 13286-2 3.5 curing period of time and storage condition between manufacture and testing of the specimen for the California bearing ratio 4 Principle The relationship between force and penetration is determined when a cylindrical piston of

40、 a standard cross-sectional area is made to penetrate a specimen of a mixture, contained within a mould, at a given rate. DIN EN 13286-47:2012-07 EN 13286-47:2012 (E) 6 The California bearing ratio or immediate bearing index is calculated by expressing the force on the piston for a given penetration

41、 as a percentage of a reference force. 5 Apparatus 5.1 Apparatus for specimen manufacture 5.1.1 Proctor mould B with appropriate spacer disc, if required conforming to EN 13286-2. 5.1.2 Rammer A or B, conforming to EN 13286-2. 5.1.3 Balance accurate to 0,1 % of mass weighed and capable of weighing u

42、p to 30 kg. 5.1.4 Apparatus conforming to EN 1097-5:2008 for water content determination. 5.1.5 Miscellaneous apparatus including coarse filter papers, a steel straightedge, scrapers, etc. 5.2 Additional apparatus for soaking procedure and measurement of swelling 5.2.1 Base plate uniformly perforate

43、d for minimum 1 % of its surface. 5.2.2 Perforated top plate in aluminium alloy with adjustable stem to provide the seating for the stem of a dial gauge. 5.2.3 Unperforated top plate in aluminium alloy with a thickness (10 1) mm with adjustable stem to provide the seating for the stem of a dial gaug

44、e. 5.2.4 Device for measuring the vertical expansion of the specimen for the California bearing ratio accurate to 0,05 mm. 5.2.5 Soaking tank, large enough to allow the Proctor mould B to be submerged, preferably supported on an open mesh platform. 5.2.6 Annular surcharge rings, each having a mass k

45、nown to 100 g, an internal diameter of (53 1) mm and an external diameter equal to the diameter of the mould minus 5 mm. NOTE Alternatively half-annular segments may be used. 5.3 Additional apparatus for determination of the California bearing ratio and immediate bearing index 5.3.1 Cylindrical pene

46、tration piston with a diameter of (50 0,5) mm, the lower end of which shall be of hardened steel. 5.3.2 Loading machine with a capacity of at least 50 kN capable of applying the test force through the piston at a penetration rate of (1,27 0,20) mm/min. The machine shall be equipped with a load-indic

47、ating device that can be read to 5 N or less. 6 Test sample for the California bearing ratio and immediate bearing index tests After sieving on a 22,4 mm sieve, approximately 7,5 kg of mixture shall be used for one test and water content determination. The quantity shall be weighed accurately so tha

48、t the actual quantity used for the test sample can be determined after compaction by difference for checking purposes. DIN EN 13286-47:2012-07 EN 13286-47:2012 (E) 7 NOTE Preliminary trials may be necessary to ascertain the required quantity more closely. The determination of the immediate bearing index shall be carried out no late