ISO 17892-4:2016

ISO 17892-4:2016

November 2016
International standard Current

Geotechnical investigation and testing - Laboratory testing of soil - Part 4 : Determination of particle size distribution

ISO 17892-4.2016 specifies a method of determining the particle size distribution of soils. ISO 17892-4.2016 is applicable to the laboratory determination of the particle size distribution of a soil test specimen by sieving, or sedimentation, or a combination of both within the scope of geotechnical investigations. 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. Coarse soils are usually tested by sieving, but fine and mixed soils are usually tested by a combination of sieving and sedimentation, depending on the composition of the soil. The sieving method described is applicable to all non-cemented soils with particle sizes less than 125 mm. Two sedimentation methods are described: the hydrometer method and the pipette method. NOTE ISO 17892-4.2016 fulfils the requirements of the particle size distribution testing in accordance with EN 1997-2.

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Main informations

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International ISO standards

Publication date

November 2016

Number of pages

31 p.

Reference

ISO 17892-4:2016

ICS Codes

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

Print number

1
Sumary
Geotechnical investigation and testing - Laboratory testing of soil - Part 4 : Determination of particle size distribution

ISO 17892-4.2016 specifies a method of determining the particle size distribution of soils.

ISO 17892-4.2016 is applicable to the laboratory determination of the particle size distribution of a soil test specimen by sieving, or sedimentation, or a combination of both within the scope of geotechnical investigations.

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. Coarse soils are usually tested by sieving, but fine and mixed soils are usually tested by a combination of sieving and sedimentation, depending on the composition of the soil.

The sieving method described is applicable to all non-cemented soils with particle sizes less than 125 mm. Two sedimentation methods are described: the hydrometer method and the pipette method.

NOTE ISO 17892-4.2016 fulfils the requirements of the particle size distribution testing in accordance with EN 1997-2.

Replaced standards (2)
ISO/TS 17892-4:2004
October 2004
Technical specification Cancelled
Geotechnical investigation and testing - Laboratory testing of soil - Part 4 : determination of particle size distribution

<p>ISO/TS 17892-4:2004 describes methods for the determination of the particle size distribution of soil samples.</p> <p>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.</p> <p>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.</p> <p>Sieving is the process whereby the soil is separated in particle size classes by the use of test sieves.</p> <p>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.</p> <p>The methods described are applicable to all non-cemented soils with particle sizes less than 125 mm.</p> <p>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.</p> <p>Modern methods that incorporate detection systems using x-rays, laser beams, density measurements and particle counters are not covered by this document.</p>

Technical specification Cancelled
Technical corrigendum 1 to standard ISO/TS 17892-4:2004

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