ISO 17892-2:2014
Current
The latest, up-to-date edition.
Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of bulk density
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French, English
28-11-2014
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.
DevelopmentNote |
Supersedes ISO/DIS 17892-2 and ISO TS 17892-2. (12/2014)
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DocumentType |
Standard
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Pages |
14
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PublisherName |
International Organization for Standardization
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Status |
Current
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SupersededBy | |
Supersedes |
Standards | Relationship |
NBN EN ISO 17892-2 : 2015 | Identical |
NEN EN ISO 17892-2 : 2014 | Identical |
NS EN ISO 17892-2 : 2014 | Identical |
I.S. EN ISO 17892-2:2014 | Identical |
PN EN ISO 17892-2 : 2015 | Identical |
SN EN ISO 17892-2:2016 | Identical |
UNI EN ISO 17892-2 : 2015 | Identical |
SS-EN ISO 17892-2 : 2014 | Identical |
UNE-EN ISO 17892-2:2015 | Identical |
BS EN ISO 17892-2:2014 | Identical |
EN ISO 17892-2:2014 | Identical |
DIN EN ISO 17892-2:2015-03 | Identical |
ONORM EN ISO 17892-2 : 2015 | Identical |
ÖNORM EN ISO 17892-2:2023 02 01 | Identical |
16/30340684 DC : 0 | BS EN ISO 17892-8 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
I.S. EN ISO 17892-7:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST (ISO 17892-7:2017) |
BS EN ISO 17892-7:2018 | Geotechnical investigation and testing. Laboratory testing of soil Unconfined compression test |
DIN EN ISO 17892-5:2015-02 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST (ISO 17892-5:2017) |
EN ISO 17892-7:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 7: Unconfined compression test (ISO 17892-7:2017) |
EN ISO 14688-2:2018 | Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification (ISO 14688-2:2017) |
ISO 14688-2:2017 | Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification |
16/30340680 DC : 0 | BS EN ISO 17892-7 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST |
I.S. EN ISO 17892-8:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST (ISO 17892-8:2018) |
EN ISO 17892-8:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test (ISO 17892-8:2018) |
ISO 17892-5:2017 | Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test |
16/30340688 DC : 0 | BS EN ISO 17892-9 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER-SATURATED SOILS |
PREN 17183 : DRAFT 2017 | EVALUATION OF SLUDGE DENSITY |
BS EN ISO 17892-5:2017 | Geotechnical investigation and testing. Laboratory testing of soil Incremental loading oedometer test |
17/30361222 DC : 0 | BS EN 17183 - EVALUATION OF SLUDGE DENSITY |
ISO 17892-9:2018 | Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils |
15/30326284 DC : 0 | BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS |
EN ISO 17892-5:2017 | Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO 17892-5:2017) |
I.S. EN ISO 17892-9:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOILS (ISO 17892-9:2018) |
I.S. EN ISO 17892-5:2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST (ISO 17892-5:2017) |
ISO 17892-7:2017 | Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test |
EN ISO 17892-9:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water saturated soils (ISO 17892-9:2018) |
I.S. EN ISO 14688-2:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2017) |
ISO 14688-1:2002 | Geotechnical investigation and testing Identification and classification of soil Part 1: Identification and description |
ISO 17892-1:2014 | Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content |
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