DIN EN ISO 17892-3-2016 Geotechnical investigation and testing - Laboratory testing of soil - Part 3 Determination of particle density (ISO 17892-3 2015 Corrected version 2015-12-1.pdf

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1、July 2016 English price group 12No 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 13.080.20; 93.020!%XL/“2534112www.d

2、in.deDIN EN ISO 17892-3Geotechnical investigation and testing Laboratory testing of soil Part 3: Determination of particle density (ISO 17892-3:2015, Corrected version 2015-12-15);English version EN ISO 17892-3:2015,English translation of DIN EN ISO 17892-3:2016-07Geotechnische Erkundung und Untersu

3、chung Laborversuche an Bodenproben Teil 3: Bestimmung der Korndichte (ISO 17892-3:2015, korrigierte Fassung 2015-12-15);Englische Fassung EN ISO 17892-3:2015,Englische bersetzung von DIN EN ISO 17892-3:2016-07Reconnaissance et essais gotechniques Essais de laboratoire sur les sols Partie 3: Dtermina

4、tion de la masse volumique des grains (ISO 17892-3:2015, Version corrige 2015-12-15);Version anglaise EN ISO 17892-3:2015,Traduction anglaise de DIN EN ISO 17892-3:2016-07SupersedesDIN ISO/TS 17892-3:2005-01;partially supersedesDIN 18124:2011-04www.beuth.deDocument comprises 20 pagesDTranslation by

5、DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.06.16 DIN EN ISO 17892-3:2016-07 2 A comma is used as the decimal marker. National foreword This document (EN ISO 17892-3:2015) has been prepared by Technical Committee CEN/TC 341 “Geotechnical invest

6、igation and testing” (Secretariat: BSI, United Kingdom) in collaboration with Technical Committee ISO/TC 182 “Geotechnics”. The responsible German body involved in its preparation was DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-05-0

7、3 AA Baugrund; Laborversuche. Amendments This standard differs from DIN 18124:2011-04 and DIN ISO/TS 17892-3:2005-01 as follows: a) the documents have been revised in form and substance; b) Annex A (normative) “Calibration, maintenance, and checks” has been added; c) the wide mouth pycnometer method

8、 has not been included. Previous editions DIN 18124-1: 1973-03 DIN 18124: 1989-09, 1997-07, 2011-04 DIN ISO/TS 17892-3: 2005-01 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 17892-3 December 2015 ICS 13.080.20; 93.020 Supersedes CEN ISO/TS 17892-3:2004English Version Geotechnical investig

9、ation and testing - Laboratory testing of soil - Part 3: Determination of particle density(ISO 17892-3:2015, Corrected version 2015-12-15) Reconnaissance et essais gotechniques - Essais de laboratoire sur les sols - Partie 3: Dtermination de la masse volumique des grains (ISO 17892-3:2015) Geotechni

10、sche Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 3: Bestimmung der Korndichte (ISO 17892-3:2015) This European Standard was approved by CEN on 5 December 2015. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving thi

11、s 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-CENELEC Management Centre or to any CEN member. This European Standard exists in three official v

12、ersions (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 has the same status as the official versions. CEN members are the national standards bodies of Austr

13、ia, 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

14、, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN

15、national Members. Ref. No. EN ISO 17892-3:2015 EEuropean foreword .3Introduction 61 Scope . 72 Normative references 73 Terms and definitions . 74 Apparatus . 74.1 Calibration requirements . 74.2 General . 84.3 Fluid displacement equipment . 84.4 Gas displacement equipment . 95 Test procedures 105.1

16、Fluid pycnometer method 105.1.1 General. 105.1.2 Reference measurements 105.1.3 Specimen requirements 105.1.4 Test execution 115.2 Gas pycnometer method 125.2.1 General. 125.2.2 Reference measurements 125.2.3 Specimen requirements 125.2.4 Test execution 126 Test results . 136.1 Fluid pycnometer meth

17、od 136.1.1 Dry mass of specimen . 136.1.2 Density of solid particles . 136.2 Gas pycnometer method 146.2.1 Dry mass of specimen . 146.2.2 Volume of the specimen 146.2.3 Density of solid particles . 157 Test report 15Annex A (normative) Calibration, maintenance, and checks .16Bibliography .18Contents

18、 PageDIN EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)2Foreword 4European foreword This document (EN ISO 17892-3:2015) has been prepared by Technical Committee CEN/TC 341 “Geotechnical Investigation and Testing”, the secretariat of which is held by BSI, in collaboration with Technical Committee ISO

19、/TC 182 “Geotechnics“. 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 June 2016, and conflicting national standards shall be withdrawn at the latest by June 2016. Attention is drawn to the possib

20、ility 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 supersedes CEN ISO/TS 17892-3:2004. According to the CEN-CENELEC Internal Regulations, the national stan

21、dards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, L

22、uxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Endorsement notice The text of ISO 17892-3:2015, Corrected version 2015-12-15 has been approved by CEN as EN ISO 17892-3:2015 without any modification. DIN

23、 EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)3 ForewordISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each m

24、ember body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International

25、Electrotechnical Commission (IEC) on all matters of electrotechnical standardization.The procedures used to develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the different typ

26、es of ISO documents should be noted. This document was drafted in accordance with the editorial rules of the ISO/IEC Directives, Part 2 (see www.iso.org/directives).Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be

27、held responsible for identifying any or all such patent rights. Details of any patent rights identified during the development of the document will be in the Introduction and/or on the ISO list of patent declarations received (see www.iso.org/patents).Any trade name used in this document is informat

28、ion given for the convenience of users and does not constitute an endorsement.For an explanation on the meaning of ISO specific terms and expressions related to conformity assessment, as well as information about ISOs adherence to the WTO principles in the Technical Barriers to Trade (TBT) see the f

29、ollowing URL: Foreword - Supplementary information.ISO 17892-3 was prepared by the European Committee for standardization (CEN) TC 341 Geotechnical investigation and testing, in collaboration with ISO/TC 182 Geotechnics, Subcommittee SC 1 Geotechnical investigation and testing, in accordance with th

30、e Agreement on technical cooperation between ISO and CEN (Vienna Agreement).This International Standard cancels and replaces ISO/TS 17892-3:2004, which has been technically revised. It also incorporates the Technical Corrigendum ISO/TS 17892-3:2004/Cor.1:2006.ISO 17892 consists of the following part

31、s, under the general title Geotechnical investigation and testing Laboratory testing of soil: 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 oedomet

32、er test Part 6: Fall cone test Part 7: Unconfined compression test Part 8: Unconsolidated undrained triaxial test Part 9: Consolidated triaxial compression tests Part 10: Direct shear tests Part 11: Permeability tests Part 12: Determination of liquid and plastic limitsDIN EN ISO 17892-3:2016-07 EN I

33、SO 17892-3:2015 (E)4 This corrected version of ISO 17892-3:2015 incorporates the following corrections plus other minor editorial modifications.Foreword: It has been clarified that this is a first edition of an International Standard that is replacing a Technical Specification.3.1: The word dry has

34、been added to the definition.4.3.2: A temperature range has been specified.Figure 2: Labels Vsand Vrhave been removed.5.2.4.3: An alternative method to determine the volume of the specimen has been added.6.1.2: A temperature has been specified for L.6.2.2: A note has been added.Formula (7): Formula

35、has been modified with a factor of 10-6instead of 106.DIN EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)5 IntroductionThis part of ISO 17892 covers areas in the international field of geotechnical engineering never previously standardized internationally. It is intended that this part of ISO 17892 p

36、resents broad good practice and significant differences with national documents is not anticipated. It is based on international practice (see Reference 1).DIN EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)6 1 ScopeThis part of ISO 17892 specifies methods for the determination of the particle densit

37、y of soils.This part of ISO 17892 is applicable to the laboratory determination of the particle density of soil within the scope of geotechnical investigations, and describes two methods, a pycnometer method by fluid displacement and a pycnometer method by gas displacement.The fluid pycnometer metho

38、d described in this part of ISO 17892 applies to soil types with particle sizes under about 4 mm, or soils crushed to meet this requirement. Larger pycnometers are used for coarser materials. The particle size of soils suitable for testing in the gas pycnometer is limited by the dimensions of the sp

39、ecimen container of the particular gas pycnometer being used.NOTE 1 This part of ISO 17892 fulfils the requirements of the determination of particle density of soils for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.NOTE 2 The presence of dissolved salts in the po

40、re water can affect the results of these tests. Techniques for compensating for dissolved salts are available but are beyond the scope of this standard.2 Normative referencesThe following documents, in whole or in part, are normatively referenced in this document and are indispensable for its applic

41、ation. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.ISO 178921, Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water contentISO 146881, Geotec

42、hnical investigation and testing Identification and classification of soil Part 1: Identification and description3 Terms and definitionsFor the purposes of this document, the following terms and definitions apply.3.1density of solid particlessdry mass of the particles divided by their volume4 Appara

43、tus4.1 Calibration requirementsSee Annex A for calibration requirements of the following equipment.DIN EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)7 4.2 General4.2.1 Balance, shall have an accuracy of 0,01 g or 0,1 % of the weighed soil mass, whichever is greater.4.2.2 Dessicator, shall be of suit

44、able size and contain dry, self-indicating desiccant such as silica gel. It is not required if test specimen containers with close-fitting lids are used.NOTE The purpose of the desiccator is to prevent absorption of moisture from air.4.2.3 Riffle box, should be used to obtain a representative part o

45、f the specimen. Distribution by hand (quartering) is also acceptable if this results in a representative part of the specimen.4.2.4 Drying oven, of the forced-draught type and shall be capable of maintaining a uniform temperature throughout the drying chamber. Any air circulation shall not be so str

46、ong that any transport of particles can take place.4.2.5 Sample crushing equipment, a mortar and soft-ended pestle (e.g. a pestle with a rubber or wooden tip) shall be used to break up dried soil specimens. More substantial sample crushing equipment may be required to crush gravel sized rock particl

47、es.4.3 Fluid displacement equipment4.3.1 Fluid pycnometer, shall have a volume of at least 50 ml, a glass stopper which has been ground to fit precisely, and a capillary rising tube (see Figure 1).12Key1 pycnometer with capillary and thermometer2 pycnometer with capillaryFigure 1 Examples of fluid p

48、ycnometers4.3.2 Water bath or temperature-controlled enclosure or cabinet, thermostatically-controlled water bath, or a temperature-controlled room or cabinet, operating in the range 10 to 30 C and with temperature variation not exceeding 0,5 C during the test shall be used.DIN EN ISO 17892-3:2016-07 EN ISO 17892-3:2015 (E)8