XP CEN ISO/TS 17892-2

XP CEN ISO/TS 17892-2

August 2005
Standard Cancelled

Geotechnical investigation and testing - Laboratory testing of soil - Part 2 : determination of density of fine-grained soil

Le présent document concerne la détermination en laboratoire de la masse volumique des sols fins. Il fixe la terminologie, l'appareillage et le mode opératoire relatifs à cet essai.

Main informations

Collections

National standards and national normative documents

Publication date

August 2005

Number of pages

20 p.

Reference

XP CEN ISO/TS 17892-2

ICS Codes

13.080.20   Physical properties of soils
93.020   Earthworks. Excavations. Foundation construction. Underground works

Classification index

P94-512-2

Print number

1 - 08/09/2005

International kinship

European kinship

CEN ISO/TS 17892-2:2004
Sumary
Geotechnical investigation and testing - Laboratory testing of soil - Part 2 : determination of density of fine-grained soil

Le présent document concerne la détermination en laboratoire de la masse volumique des sols fins. Il fixe la terminologie, l'appareillage et le mode opératoire relatifs à cet essai.
Standard replaced by (1)
NF EN ISO 17892-2
December 2014
Standard Current
Geotechnical investigation and testing - Laboratory testing of soil - Part 2 : determination of bulk density

ISO 17892-2:2014 specifies three methods for the determination of the bulk density of soils, comprising: a) linear measurement method; b) immersion in fluid method; c) fluid displacement method. ISO 17892-2:2014 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, 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 apparent 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 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 soil 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.

Table of contents
  • Avant-propos
    3
  • Introduction
    4
  • 1 Domaine d'application
    6
  • 2 Références normatives
    6
  • 3 Termes et définitions
    7
  • 4 Appareillage
    7
  • 5 Procédures d'essai
    8
  • 6 Résultats d'essai
    12
  • 7 Rapport d'essai
    15
  • Annexe A (informative) Explications
    16
  • Bibliographie
    17
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