1、BSI Standards PublicationBS EN ISO 17892-3:2015Geotechnical investigation andtesting Laboratory testing ofsoilPart 3: Determination of particle densityBS EN ISO 17892-3:2015 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN ISO 17892-3:2015. It partially supersede
2、s BS 1377-2:1990, specifically subclause 8.3.The UK participation in its preparation was entrusted to Technical Committee B/526/3, Site investigation and ground testing.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport
3、 to include all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2016. Published by BSI Standards Limited 2016ISBN 978 0 580 85380 7 ICS 13.080.20; 93.020 Compliance with a British Standard cannot confer immunity from legal
4、obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 January 2016.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN ISO 17892-3 December 2015 ICS 13.080.20
5、; 93.020 Supersedes CEN ISO/TS 17892-3:2004English Version Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density (ISO 17892-3:2015) Reconnaissance et essais gotechniques - Essais de laboratoire sur les sols - Partie 3: Dtermination de la mass
6、e volumique des grains (ISO 17892-3:2015) Geotechnische 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 Regula
7、tions 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-CENELEC Management Centre or to any CEN member
8、. 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 has the same status as the official versions. CEN
9、 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, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, P
10、ortugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited 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
11、 form and by any means reserved worldwide for CEN national Members. Ref. No. EN ISO 17892-3:2015 EBS EN ISO 17892-3:2015EN ISO 17892-3:2015 (E) 3 European foreword This document (EN ISO 17892-3:2015) has been prepared by Technical Committee CEN/TC 341 “Geotechnical Investigation and Testing”, the se
12、cretariat of which is held by BSI, in collaboration with Technical Committee ISO/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
13、 shall be withdrawn at the latest by June 2016. 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 supersedes CEN ISO/TS 17
14、892-3:2004. 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, Former Yugoslav Republic of Macedonia,
15、 France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, 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 has been approved by CEN as
16、 EN ISO 17892-3:2015 without any modification. BS EN ISO 17892-3:2015ISO 17892-3:2015(E)Foreword ivIntroduction vi1 Scope . 12 Normative references 13 Terms and definitions . 14 Apparatus . 14.1 Calibration requirements . 14.2 General . 24.3 Fluid displacement equipment . 24.4 Gas displacement equip
17、ment . 35 Test procedures . 45.1 Fluid pycnometer method . 45.1.1 General 45.1.2 Reference measurements . 45.1.3 Specimen requirements . 45.1.4 Test execution . 55.2 Gas pycnometer method . 65.2.1 General 65.2.2 Reference measurements . 65.2.3 Specimen requirements . 65.2.4 Test execution . 66 Test
18、results 76.1 Fluid pycnometer method . 76.1.1 Dry mass of specimen 76.1.2 Density of solid particles 76.2 Gas pycnometer method . 86.2.1 Dry mass of specimen 86.2.2 Volume of the specimen . 86.2.3 Density of solid particles 97 Test report . 9Annex A (normative) Calibration, maintenance, and checks .
19、10Bibliography .12 ISO 2015 All rights reserved iiiContents PageBS EN ISO 17892-3:2015ISO 17892-3:2015(E)ForewordISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is norma
20、lly carried out through ISO technical committees. Each member 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 th
21、e work. ISO collaborates closely with the International 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
22、different approval criteria needed for the different types 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 documen
23、t may be the subject of patent rights. ISO shall not be 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/p
24、atents).Any trade name used in this document is information 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 princ
25、iples in the Technical Barriers to Trade (TBT) see the following 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 Geote
26、chnical investigation and testing, in accordance with the 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:
27、2004/Cor.1:2006.ISO 17892 consists of the following parts, 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 partic
28、le size distribution Part 5: Incremental loading oedometer 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
29、liquid and plastic limitsiv ISO 2015 All rights reservedBS EN ISO 17892-3:2015ISO 17892-3:2015(E)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
30、 Standard that is replacing a Technical Specification.3.1: The word dry has 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
31、 has been specified for L.6.2.2: A note has been added.Formula (7): Formula has been modified with a factor of 10-6instead of 106. ISO 2015 All rights reserved vBS EN ISO 17892-3:2015ISO 17892-3:2015(E)IntroductionThis part of ISO 17892 covers areas in the international field of geotechnical enginee
32、ring never previously standardized internationally. It is intended that this part of ISO 17892 presents broad good practice and significant differences with national documents is not anticipated. It is based on international practice (see Reference 1).vi ISO 2015 All rights reservedBS EN ISO 17892-3
33、:2015INTERNATIONAL STANDARD ISO 17892-3:2015(E)Geotechnical investigation and testing Laboratory testing of soil Part 3: Determination of particle density1 ScopeThis part of ISO 17892 specifies methods for the determination of the particle density of soils.This part of ISO 17892 is applicable to the
34、 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 method described in this part of ISO 17892 applies to soil
35、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 specimen container of the particular gas pycnometer bein
36、g 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 pore water can affect the results of these tests. Techni
37、ques 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 application. For dated references, only the edition cited ap
38、plies. 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, Geotechnical investigation and testing Identification and cl
39、assification 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 Apparatus4.1 Calibration requirementsSee Annex A for calibra
40、tion requirements of the following equipment. ISO 2015 All rights reserved 1BS EN ISO 17892-3:2015ISO 17892-3:2015(E)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 suitable size and contain dry, self-in
41、dicating 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 of the specimen. Distribution by ha
42、nd (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 strong that any transport of particle
43、s 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 particles.4.3 Fluid displacement equipmen
44、t4.3.1 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 pycnometers4.3.2 Water bath or temp
45、erature-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.2 ISO 2015 All rights reservedBS EN ISO 17892-3:2015ISO 178
46、92-3:2015(E)4.3.3 Temperature measurement, temperature measuring device accurate to 0,1 C shall be used.The temperature measuring device should preferably be included in the glass stopper of the pycnometer. Alternatively, a temperature measuring device may be placed in the water bath or in the tempe
47、rature-controlled enclosure/room, as close to the pycnometer as possible.4.3.4 Apparatus to remove trapped air, vacuum pump or water aspirator that is capable of producing a partial vacuum should be used to remove air from the sample during the test.4.3.5 Control liquid, of known or measured density
48、 is required to fill the pycnometer bottle. Distilled, demineralized, or deionized water is often the most suitable liquid. Alternatively, a suitable organic solvent such as hexane or kerosene may be used. Control liquids with a surface tension lower than that of water might be found to be preferabl
49、e to rapidly saturate fine soils.NOTE Use of liquids other than water can cause health or safety hazards, or contravene national laws.4.4 Gas displacement equipment4.4.1 Gas pycnometer, with sample and expansion chambers, isolation valves and a pressure gauge shall be used (see Figure 2).4.4.1.1 Other equipment arrangements are permitted, with pressure measurement being on either chamber. The pressure in the specimen chamber may either be increased or decreased on opening the isolation valve.4.4.1.2 The chambers and va
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