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ISO/TS 17892-2:2004

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

View Superseded by

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

Available format(s)

Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users

Withdrawn date

15-03-2019

Superseded by

ISO 17892-2:2014

Published date

21-10-2004

€60.00
Excluding VAT

ISO/TS 17892-2:2004 specifies methods of test for the determination of the bulk and dry density of intact soil or rock within the scope of the geotechnical investigations according to prEN 1997-1 and prEN 1997-2.

The bulk density of a soil is useful in the determination of the in-situ overburden stresses at various depth (geostatic stresses). Furthermore, bulk and dry density can qualitatively describe the mechanical characteristics of a soil via empirical relationships which are to be found in the technical literature. Such relationships should be used only as guidelines and should be supplemented by direct measurements of the mechanical characteristics.

This document describes three methods:

a) linear measurements method;

b) immersion in water method;

c) fluid displacement method.

The linear measurement method is suitable for the determination of the density of a specimen of cohesive soil of regular shape, including specimens prepared for other tests. The specimens used are normally in the form of either rectangular prisms or straight cylinders.

The immersion in water method covers the determination of the bulk density and dry density of a specimen of natural or compacted soil by measuring its mass in air and its apparent mass when suspended in water. The method is employable whenever lumps of material of suitable size can be obtained.

The fluid displacement method covers the determination of the bulk density and dry density of a specimen of soil by measuring mass and displacement of water or other appropriate fluid after immersion. The method is employable whenever lumps of material of suitable size can be obtained.

DevelopmentNote
DRAFT ISO/DIS 17892-2 is also available for this standard. (02/2013)
DocumentType
Technical Specification
Pages
11
PublisherName
International Organization for Standardization
Status
Withdrawn
SupersededBy

UNI CEN ISO/TS 17892-8 : 2005 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST
I.S. CEN ISO TS 17892-9:2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER-SATURATED SOILS
13/30257183 DC : 0 BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
BS EN ISO 19901-8:2015 Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations
UNI CEN ISO/TS 17892-7 : 2005 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE- GRAINED SOIL
I.S. CEN ISO TS 17892-7:2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE-GRAINED SOILS
ISO 19901-8:2014 Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations
ISO/TS 17892-9:2004 Geotechnical investigation and testing Laboratory testing of soil Part 9: Consolidated triaxial compression tests on water-saturated soils
CSA ISO 19901-8 : 2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS
CSA ISO 19901-8:15 (R2020) Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01)
EN ISO/TS 17892-9 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOIL
ISO/TS 17892-7:2004 Geotechnical investigation and testing Laboratory testing of soil Part 7: Unconfined compression test on fine-grained soils
EN ISO/TS 17892-5 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST
EN ISO 19901-8:2015 Petroleum and natural gas industries - Specific requirements for offshore structures - Part 8: Marine soil investigations (ISO 19901-8:2014)
EN ISO/TS 17892-8 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST
EN ISO/TS 17892-7 : 2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE GRAINED SOILS
UNI CEN ISO/TS 17892-5 : 2005 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST
I.S. CEN ISO TS 17892-8:2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST
I.S. CEN ISO TS 17892-5:2004 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST
I.S. EN ISO 19901-8:2015 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014)
UNI CEN ISO/TS 17892-9 : 2005 GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOIL
ISO/TS 17892-5:2004 Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test
ISO/TS 17892-8:2004 Geotechnical investigation and testing Laboratory testing of soil Part 8: Unconsolidated undrained triaxial test

ISO/TS 17892-1:2004 Geotechnical investigation and testing Laboratory testing of soil Part 1: Determination of water content

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