1、March 2015 Translation by DIN-Sprachendienst.English price group 11No 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
2、13.080.20; 93.020!%A-English version EN ISO 17892-2:2014,English translation of DIN EN ISO 17892-2:2015-03Geotechnische Erkundung und Untersuchung Laborversuche an Bodenproben Teil 2: Bestimmung der Dichte des Bodens (ISO 17892-2:2014);Englische Fassung EN ISO 17892-2:2014,Englische bersetzung von D
3、IN EN ISO 17892-2:2015-03Reconnaissance et essais gotechniques Essais de laboratoire sur les sols Partie 2: Dtermination de la masse volumique (ISO 17892-2:2014);Version anglaise EN ISO 17892-2:2014,Traduction anglaise de DIN EN ISO 17892-2:2015-03SupersedesDIN 18125-1:2010-07 andDIN ISO/TS 17892-2:
4、2005-01www.beuth.deDocument comprises 20 pagesIn case of doubt, the German-language original shall be considered authoritative.02.15 DIN EN ISO 17892-2:2015-03 2 A comma is used as the decimal marker. National foreword This document (EN ISO 17892-2:2014) has been prepared by Technical Committee CEN/
5、TC 341 “Geotechnical investigation and testing” (Secretariat: BSI, United Kingdom) in collaboration with Technical Committee ISO/TC 182 “Geotechnics”. The responsible German body involved in its preparation was the DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering)
6、, Working Committee NA 005-05-03 AA Baugrund, Laborversuche (SpA zu CEN/TC 341/WG 6). The DIN Standards corresponding to the International Standards referred to in this document are as follows: ISO 14688-1 DIN EN ISO 14688-1 ISO 17892-1 DIN EN ISO 17892-1 Amendments This standard differs from DIN IS
7、O/TS 17892-2:2005-01 and DIN 18125-1:2010-07 as follows: a) the standard has been revised in form and substance; b) Annex A (normative) “Calibration, maintenance and checks” has been added. Previous editions DIN 18125-1: 1970-03, 1972-04, 1986-05, 1997-08, 2010-07 DIN ISO/TS 17892-2: 2005:01 Nationa
8、l Annex NA (informative) Bibliography DIN EN ISO 14688-1, Geotechnical investigation and testing Identification and classification of soil Part 1: Identification and description DIN EN ISO 17892-1, Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water conte
9、nt EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 17892-2 December 2014 ICS 13.080.20; 93.020 Supersedes CEN ISO/TS 17892-2:2004English Version Geotechnical investigation and testing - Laboratory testing of soil - Part 2: Determination of bulk density (ISO 17892-2:2014) Reconnaissance et e
10、ssais gotechniques - Essais de laboratoire sur les sols - Partie 2: Dtermination de la masse volumique (ISO 17892-2:2014) Geotechnische Erkundung und Untersuchung -Laborversuche an Bodenproben - Teil 2: Bestimmungder Dichte des Bodens (ISO 17892-2:2014) This European Standard was approved by CEN on
11、18 October 2014. CEN members are bound 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
12、 be obtained on application to the CEN-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 t
13、o the CEN-CENELEC Management Centre has 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland,
14、 Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Managemen
15、t Centre: Avenue Marnix 17, B-1000 Brussels 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 17892-2:2014 EContents PageForeword 3Introduction 41 Scope . 52 Normative references 53 Terms and definitions . 64 Equipment . 64.
16、1 Linear measurement method . 64.2 Immersion in fluid method. 64.3 Fluid displacement method . 65 Test procedure 75.1 Linear measurement method . 75.1.1 General 75.1.2 Specimen from block sample 75.1.3 Specimen from sample tube. 75.1.4 Cylindrical specimen of smaller diameter than the sample tube 85
17、.1.5 Measurements 85.2 Immersion in fluid method. 85.2.1 Equipment preparation . 85.2.2 Specimen preparation and measurements . 95.3 Fluid displacement method 105.3.1 Equipment preparation 105.3.2 Specimen preparation and measurements 116 Test results . 126.1 Volume . 126.1.1 Linear Method . 126.1.2
18、 Immersion in fluid method 136.1.3 Fluid displacement method . 136.2 Bulk density 136.3 Dry density 147 Test report 14Annex A (normative) Calibration, maintenance and checks 15Annex B (informative) Explanations 17Bibliography .18DIN EN ISO 17892-2:2015-03 EN ISO 17892-2:2014 (E) 2 Foreword This docu
19、ment (EN ISO 17892-2:2014) has been prepared by Technical Committee ISO/TC 182 “Geotechnics“ in collaboration Technical Committee CEN/TC 341 “Geotechnical Investigation and Testing” the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, eith
20、er by publication of an identical text or by endorsement, at the latest by June 2015, and conflicting national standards shall be withdrawn at the latest by June 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CEN
21、ELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes CEN ISO/TS 17892-2:2004. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austri
22、a, 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,
23、 Switzerland, Turkey and the United Kingdom. Endorsement notice The text of ISO 17892-2:2014 has been approved by CEN as EN ISO 17892-2:2014 without any modification. EN ISO 17892 consists of the following parts, under the general title “Geotechnical investigation and testing Laboratory testing of s
24、oil”: Part 1: Determination of water content Part 2: Determination of bulk density Part 3: Determination of particle density Part 4: Determination of particle size distribution Part 5: Incremental loading oedometer test Part 6: Fall cone test Part 7: Unconfined compression test on fine-grained soils
25、 Part 8: Unconsolidated undrained triaxial test Part 9: Consolidated triaxial compression tests on water-saturated soils Part 10: Direct shear tests Part 11: Determination of permeability by constant and falling head Part 12: Determination of Atterberg limitsDIN EN ISO 17892-2:2015-03 EN ISO 17892-2
26、:2014 (E) 3 IntroductionThis document covers areas in the international field of geotechnical engineering never previously standardised internationally. It is intended that this document presents broad good practice throughout the world and significant differences with national documents is not anti
27、cipated. It is based on international practice (see Reference 1).DIN EN ISO 17892-2:2015-03 EN ISO 17892-2:2014 (E) 4 1 ScopeThis International Standard specifies three methods for the determination of the bulk density of soils, comprising:a) linear measurement method;b) immersion in fluid method;c)
28、 fluid displacement method.This International Standard is applicable to the laboratory determination of the bulk density of soil within the scope of geotechnical investigations.The linear measurement method is suitable for the determination of the bulk density of a specimen of soil of regular shape,
29、 including specimens prepared for other tests. The specimens used are either rectangular prisms or cylinders with circular cross sections.The immersion in fluid method covers the determination of the bulk density of a specimen of natural or compacted soil by measuring its mass in air and its apparen
30、t mass when suspended in fluid. The method may be used when lumps of material of suitable size can be obtained.The fluid displacement method covers the determination of the bulk density of a specimen of soil by measuring its mass in air and the mass of fluid displaced by immersion. The method may be
31、 used when lumps of material of suitable size can be obtained.If the immersion in fluid method or fluid displacement method is used, and if the fluid is likely to penetrate into the specimen (eg water) the specimen should be coated before testing to prevent fluid penetration.The bulk density of a so
32、il is useful in the determination of the in situ overburden stress as a function of depth.If required, the dry density of a specimen may be calculated from the bulk density and the water content, if known.NOTE This International Standard fulfils the requirements of the determination of the bulk dens
33、ity of soils for geotechnical investigation and testing in accordance with EN 19971 and EN 19972.2 Normative referencesThe 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 app
34、lies. For undated references, the latest edition of the referenced document (including any amendments) applies.ISO 17892-1, Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water contentISO 14688-1, Geotechnical investigation and testing Identification and c
35、lassification of soil Part 1: Identification and descriptionDIN EN ISO 17892-2:2015-03 EN ISO 17892-2:2014 (E) 5 3 Terms and definitionsFor the purposes of this document, the following terms and definitions apply.3.1bulk densitymass of soil per unit volume of the material, including any water or gas
36、 it contains3.2dry densitydmass of oven-dried soil per unit volume of the material4 Equipment4.1 Linear measurement methodThe following items are necessary for the linear measurement method:4.1.1 Cutting and trimming tools (e.g. a sharp knife, wire saw, spatula, cutting ring, soil lathe).4.1.2 Steel
37、 straight edge, with a maximum deviation from straight of 0,1 % of its length.4.1.3 Try-square or a jig (e.g. a mitre box) or split mould, to ensure that flatness shall be accurate to within 0,5 % of each dimension and that right-angles are within 0,5 of true.4.1.4 Callipers, either analogue or digi
38、tal, readable to 0,1 mm or 0,1 % of the measured length, whichever value is the greater.4.1.5 Balance, accurate to 0,01 g or 0,1 % of the weighed mass, whichever value is the greater.4.2 Immersion in fluid methodThe following items are necessary for the immersion measurement method:4.2.1 Container o
39、f a suitable size.4.2.2 Balance, accurate to 0,01 g or 0,1 % of the weighed mass, whichever is the greater.4.2.3 Thermometer or temperature measuring device, accurate to 1C.4.2.4 Cradle and supporting frame, similar in principle to that shown in Figure 1 which, with the frame attached to the scoop o
40、r platform of the balance, can support the cradle below the balance.4.2.5 Materials: modelling clay or putty and a suitable coating, to prevent fluid penetration (if used, e.g. paraffin wax).4.2.6 Equipment for melting wax (if used), preferably electrically heated and thermostatically controlled.4.3
41、 Fluid displacement methodThe following items are necessary for the fluid displacement method:DIN EN ISO 17892-2:2015-03 EN ISO 17892-2:2014 (E) 6 4.3.1 Rigid container with a siphon tube. The container shall be large enough to accommodate the specimen.4.3.2 Container, to collect the fluid siphoning
42、 over from the specimen container.4.3.3 Balance, accurate to 0,01 g or 0,1 % of the weighed mass, whichever value is the greater.4.3.4 Thermometer or temperature measuring device, accurate to 1C.4.3.5 Materials: modelling clay or putty and a suitable coating, to prevent fluid penetration (if used, e
43、.g. paraffin wax).4.3.6 Equipment for melting wax (if used), preferably electrically heated and thermostatically controlled.Alternatively, the equipment described in 4.2 can be used. In such case, a correction for the uplift for the cradle shall be included in the calculations.5 Test procedureTest s
44、pecimens should be at least 50 cm3in volume, and preferably significantly larger.NOTE If smaller specimens are tested they may be less representative of the material as a whole and the result may not be as accurate as suggested by the reported value.5.1 Linear measurement method5.1.1 GeneralThe prin
45、ciple of the method is to weigh a specimen of known volume. Three procedures are specified for preparing the specimen. Other methods are also accepted if they provide representative specimens of regular shape.5.1.2 Specimen from block sample5.1.2.1 At least 10 mm from the outside face of the block s
46、ample shall be cut away and an approximately rectangular prism of soil slightly larger than the final dimensions of the specimen shall be formed. If the specimen is to be used for some other test, its shape and dimensions shall also be appropriate for that test.5.1.2.2 For a rectangular prism specim
47、en the faces shall be made plane and parallel by careful trimming and checking with a straight edge and try-square or other jig. The other four faces of the prism shall be trimmed so that they are mutually perpendicular and at right angles to the end faces.5.1.2.3 For a cylindrical specimen the specimen shall be placed in a soil lathe and the excess soil removed with vertical cuts in thin layers. The specimen shall be ro
