ISO/TS 17892-4:2004
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by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 4: Determination of particle size distribution
Hardcopy , PDF , PDF 3 Users , PDF 5 Users , PDF 9 Users
13-03-2019
21-10-2004
ISO/TS 17892-4:2004 describes methods for the determination of the particle size distribution of soil samples.
The particle size distribution is one of the most important physical characteristics of soil. Classification of soils is mainly based on the particle size distribution. Many geotechnical and geohydrological properties of soil are related to the particle size distribution.
The particle size distribution provides a description of soil, based on a subdivision in discrete classes of particle sizes. The size of each class can be determined by sieving and/or sedimentation. For soils with less than 10 % fines, the sieving method is applicable. Soils with more than 10 % fines can be analysed by a combination of sieving and sedimentation.
Sieving is the process whereby the soil is separated in particle size classes by the use of test sieves.
Sedimentation is the process of the setting of soil particles in a liquid. The difference in settling rate enables the particle size classes to be separated. Two sedimentation methods are described; the hydrometer method and the pipette method.
The methods described are applicable to all non-cemented soils with particle sizes less than 125 mm.
Depending on the purpose for the determination of the particle size distribution, pretreatment or correction for calcium carbonate, dissolved salts and/or organic matter can be required. The use of these methods should be stated in the laboratory report.
Modern methods that incorporate detection systems using x-rays, laser beams, density measurements and particle counters are not covered by this document.
DevelopmentNote |
DRAFT ISO/DIS 17892-4 is also available for this standard. (04/2014)
|
DocumentType |
Technical Specification
|
Pages |
26
|
PublisherName |
International Organization for Standardization
|
Status |
Withdrawn
|
SupersededBy |
Standards | Relationship |
NBN CEN ISO/TS 17892-4 : 2004 | Identical |
NEN NPR EN ISO/TS 17892-4 : 2004 | Identical |
I.S. CEN ISO TS 17892-4:2004 | Identical |
PKN CEN ISO/TS 17892-4 : 2009 | Identical |
UNI CEN ISO/TS 17892-4 : 2005 | Identical |
EN ISO/TS 17892-4 : 2004 | Identical |
XP CEN ISO/TS 17892-4 : 2005 XP | Identical |
DIN ISO/TS 17892-4:2005-01 | Identical |
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 |
UNI EN ISO 10772 : 2012 | GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS |
BS EN ISO 10772:2012 | Geotextiles. Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions |
BS EN ISO 19901-8:2015 | Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations |
10/30197694 DC : 0 | BS EN ISO 10772 - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS |
UNE-EN ISO 10772:2012 | Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions (ISO 10772:2012) |
15/30329101 DC : 0 | BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
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 |
DIN EN ISO 10772:2012-12 | GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS (ISO 10772:2012) |
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 10772:2012 | Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions (ISO 10772:2012) |
PREN 16907-6 : DRAFT 2015 | EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
13/30257183 DC : 0 | BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
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) |
I.S. EN ISO 10772:2012 | GEOTEXTILES - TEST METHOD FOR THE DETERMINATION OF THE FILTRATION BEHAVIOUR OF GEOTEXTILES UNDER TURBULENT WATER FLOW CONDITIONS (ISO 10772:2012) |
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 10772:2012 | Geotextiles - Test method for the determination of the filtration behaviour of geotextiles under turbulent water flow conditions |
ISO 3310-1:2016 | Test sieves Technical requirements and testing Part 1: Test sieves of metal wire cloth |
ISO 3310-2:2013 | Test sieves — Technical requirements and testing — Part 2: Test sieves of perforated metal plate |
ISO 565:1990 | Test sieves — Metal wire cloth, perforated metal plate and electroformed sheet — Nominal sizes of openings |
EN ISO/TS 17892-3 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY - PYCNOMETER METHOD |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.