Save

AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus

Abbreviation
AS 1289.5.3.1-2004 (R2016)
Valid from
12/03/2004

Information provider
SAI Global
Author
Standards Australia
Information type
Australian Standard
Format
PDF, Hard copy


Description

This Standard sets out the procedure for determining the field density of fine-grained and medium-grained soils (as defined in AS 1289.0) by the sand replacement method using a sand-cone pouring apparatus.

The gross mass per unit volume (wet density) may be calculated and the dry mass per unit volume (dry density) obtained by correcting for the moisture content.

The field dry density is determined for the total material at the test site.

The method of test may be used to any depth between 50 mm and 250 mm consistent with the soil type and the requirements for sand calibration.

For assistance with locating previous versions, please contact the information provider.
Notes/comments

Standard reconfirmed 17 Decemeebr 2017

View on Information Provider website
For assistance with locating previous versions, please contact the information provider.

Standard reconfirmed 17 Decemeebr 2017

This resource is cited by:

AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus

This document is CITED BY:

AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus

Description

This Standard sets out the procedure for determining the field density of fine-grained and medium-grained soils (as defined in AS 1289.0) by the sand replacement method using a sand-cone pouring apparatus.

The gross mass per unit volume (wet density) may be calculated and the dry mass per unit volume (dry density) obtained by correcting for the moisture content.

The field dry density is determined for the total material at the test site.

The method of test may be used to any depth between 50 mm and 250 mm consistent with the soil type and the requirements for sand calibration.

View on Information Provider website
AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus
Description

This Standard sets out the procedure for determining the field density of fine-grained and medium-grained soils (as defined in AS 1289.0) by the sand replacement method using a sand-cone pouring apparatus.

The gross mass per unit volume (wet density) may be calculated and the dry mass per unit volume (dry density) obtained by correcting for the moisture content.

The field dry density is determined for the total material at the test site.

The method of test may be used to any depth between 50 mm and 250 mm consistent with the soil type and the requirements for sand calibration.

View on Information Provider website
This resource does not cite any other resources.

AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus

This resource does not CITE any other resources.
Save
Feedback