CEN ISO/TS 17892-3:2004

Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density - Pycnometer method (ISO/TS 17892-3:2004)

ISO/TS 17892-3:2004 describes a test method for determining the particle density by the pycnometer method within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2.
The pycnometer method is based on the determination of the volume of a known mass of soil by the fluid displacement method. The density of solid particles is calculated from the mass of the soil and the volume. The pycnometer method applies to soil types with particle sizes under 4 mm.

Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 3: Bestimmung der Korndichte - Pyknometerverfahren (ISO/TS 17892-3:2004)

Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 3: Détermination de la masse volumique des particules solides - Méthode du pycnomètre (ISO/TS 17892-3:2004)

L'ISO 17892-3:2004 décrit une méthode d'essai pour la détermination de la masse volumique des particules par la méthode du pycnomètre dans le domaine d'application des reconnaissances géotechniques conformément aux prEN 1997-1 et prEN 1997-2.
La méthode du pycnomètre est basée sur la détermination du volume d'une masse de sol connue par la méthode par déplacement d'un fluide. La masse volumique des particules solides est calculée à partir de la masse du sol et du volume. La méthode du pycnomètre s'applique aux sols dont la dimension des particules est inférieure à 4 mm.

Geotehnično preiskovanje in preskušanje – Laboratorijsko preskušanje zemljin – 3. del: Ugotavljanje gostote zrn – Metoda s piknometrom (ISO/TS 17892-3:2004)

Ta dokument opisuje preskusno metodo za ugotavljanje gostote zrn z metodo s piknometrom v okviru geotehničnih preiskav v skladu s prEN 1997-1 in prEN 1997-2. Metoda s piknometrom temelji na ugotavljanju volumna znane mase zemljine z metodo tekočinskega izpodrivanja. Gostota trdnih delcev se izračuna iz mase in volumna zemljine. Metoda s piknometrom se uporablja za vrste zemljin z velikostjo delcev pod 4 mm.

General Information

• Status: Withdrawn
• Publication Date: 14-Oct-2004
• Withdrawal Date: 15-Dec-2015
• ICS: 13.080.20 - Physical properties of soils
• ICS: 93.020 - Earthworks. Excavations. Foundation construction. Underground works
• Technical Committee: CEN/TC 341 - Geotechnical Investigation and Testing
• Drafting Committee: CEN/TC 341 - Geotechnical Investigation and Testing
• Current Stage: 9960 - Withdrawal effective - Withdrawal
• Completion Date: 16-Dec-2015
• Ref Project: SIST-TS CEN ISO/TS 17892-3:2004 - Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density - Pycnometer method (ISO/TS 17892-3:2004)

Relations

• Replaced By: EN ISO 17892-3:2015 - Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density (ISO 17892-3:2015, Corrected version 2015-12-15)
• Effective Date: 26-Dec-2009
• Corrected By: CEN ISO/TS 17892-3:2004/AC:2005 - Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density - Pycnometer method (ISO/TS 17892-3:2004)
• Effective Date: 08-Jun-2022

Standards Content (Sample)

SLOVENSKI STANDARD
01-december-2004
*HRWHKQLþQRSUHLVNRYDQMHLQSUHVNXãDQMH±/DERUDWRULMVNRSUHVNXãDQMH]HPOMLQ±
GHO8JRWDYOMDQMHJRVWRWH]UQ±0HWRGDVSLNQRPHWURP,6276
Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination
of particle density - Pycnometer method (ISO/TS 17892-3:2004)
Geotechnische Erkundung und Untersuchung - Laborversuche an Bodenproben - Teil 3:
Bestimmung der Korndichte - Pyknometerverfahren (ISO/TS 17892-3:2004)
Reconnaissance et essais géotechniques - Essais de laboratoire sur les sols - Partie 3:
Détermination de la masse volumique des particules solides - Méthode du pycnometre
(ISO/TS 17892-3:2004)
Ta slovenski standard je istoveten z: CEN ISO/TS 17892-3:2004
ICS:
13.080.20 Fizikalne lastnosti tal Physical properties of soils
93.020 Zemeljska dela. Izkopavanja. Earthworks. Excavations.
Gradnja temeljev. Dela pod Foundation construction.
zemljo Underground works
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

TECHNICAL SPECIFICATION
CEN ISO/TS 17892-3
SPÉCIFICATION TECHNIQUE
TECHNISCHE SPEZIFIKATION
October 2004
ICS 13.080.20; 93.020
English version
Geotechnical investigation and testing - Laboratory testing of
soil - Part 3: Determination of particle density - Pycnometer
method (ISO/TS 17892-3:2004)
Reconnaissance et essais géotechniques - Essais de sol Geotechnische Erkundung und Untersuchung -
au laboratoire - Partie 3: Détermination de la masse Laborversuche an Bodenproben - Teil 3: Bestimmung der
volumique des grains - Méthode du pycnomètre (ISO/TS Korndichte - Pyknometerverfahren (ISO/TS 17892-3:2004)
17892-3:2004)
This Technical Specification (CEN/TS) was approved by CEN on 2 December 2003 for provisional application.
The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their
comments, particularly on the question whether the CEN/TS can be converted into a European Standard.
CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS available
promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS)
until the final decision about the possible conversion of the CEN/TS into an EN is reached.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, 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.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2004 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN ISO/TS 17892-3:2004: E
worldwide for CEN national Members.

Contents
Foreword.3
1 Scope .5
2 Normative references .5
3 Terms and definitions .5
4 Equipment .5
5 Test procedure.7
6 Test results.8
7 Test report .10
Bibliography .11

Figures
Figure 1 — Examples of pycnometers.6
Tables
Table 1 — Density of deaired water at various temperature, corrected for uplift in air .10

Foreword
This document (CEN ISO/TS 17892-3:2004) has been prepared by Technical Committee CEN/TC 341
“Geotechnical investigation and testing”, the secretariat of which is held by DIN, in collaboration with Technical
Committee ISO/TC 182 “Geotechnics”.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to announce this Technical Specification: Austria, Belgium, Cyprus, Czech Republic, Denmark,
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.
CEN ISO/TS 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 density of fine grained soil
 Part 3: Determination of particle density - Pycnometer method
 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 grain soils
 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 the Atterberg limits
Introduction
This document covers areas in the international field of geotechnical engineering never previously standardised. It
is intended that this document presents broad good practice throughout the world and significant differences with
national documents is not anticipated. It is based on international practice (see [1]).
1 Scope
This document describes a test method for determining the particle density by the pycnometer method within the
scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2.
The pycnometer method is based on the determination of the volume of a known mass of soil by the fluid
displacement method. The density of solid particles is calculated from the mass of the soil and the volume. The
pycnometer method applies to soil types with particle sizes under 4 mm.
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 document (including any
amendments) applies.
prEN 1997-1, Eurocode 7 - Geotechnical design — Part 1: General rules.
prEN 1997-2, Eurocode 7 - Geotechnical design — Part 2: Ground investigation and testing.
3 Terms and definitions
For the purposes of this part of this document, the following terms and definitions apply.
3.1
density of solid particles
ρ
s
mass of the particles divided by their volume.
NOTE In porous materials which contain enclosed pores, the particles have an apparent density. This is a consequence of
the enclosed, air-filled, pores.
4 Equipment
4.1 Balance
A balance of at least 0,001 g accuracy, and a measuring range of 200 g.
4.2 Pycnometer
A pycnometer with a volume of at least 50 ml, which is provided with a glass stopper which has been ground to fit
precisely, and a capillary rising tube (see Figure 1).
Key
1 Pycnometer with capillary and thermometer
2 Pycnometer with capillary
Figure 1 — Examples of pycnometers
4.3 Water bath
Thermosthatically controlled w
...