AS 1289.E6.1-1981 Methods of testing soil for engineering purposes - - Part E - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material

Abbreviation
AS 1289.E6.1-1981
Valid from
1/01/1981

Information provider
Intertek Inform
Author
Standards Australia
Information type
Australian Standard
Format
PDF, HARD COPY


Description

This method sets out a procedure for calculating the density index of a cohesionless material using the field dry density and laboratory minimum and maximum dry densities of the same material.

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For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

AS 1289.E6.1-1981 Methods of testing soil for engineering purposes - - Part E - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material

This document is CITED BY:

AS 1289.E6.1-1981 Methods of testing soil for engineering purposes - - Part E - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material

Description

This method sets out a procedure for calculating the density index of a cohesionless material using the field dry density and laboratory minimum and maximum dry densities of the same material.

View on Information Provider website
AS 1289.E6.1-1981 Methods of testing soil for engineering purposes - - Part E - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material
Description

This method sets out a procedure for calculating the density index of a cohesionless material using the field dry density and laboratory minimum and maximum dry densities of the same material.

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

AS 1289.E6.1-1981 Methods of testing soil for engineering purposes - - Part E - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material

This resource does not CITE any other resources.
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