Standard
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AS 1289.5.4.2-2007
[Current]Methods of testing soils for engineering purposes, Method 5.4.2: Soil compaction and density tests — Compaction control test — Assignment of maximum dry density and optimum moisture content values
This Standard sets out the method for assigning maximum dry density and optimum moisture content values. The method is applicable only to very uniform materials and, therefore, usually is confined to manufactured materials such as crushed rocks that have been produced under controlled conditions.
Published: 31/08/2007
Pages: 3
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
1 Scope
2 Normative references
3 Definitions
4 Procedure
5 Monitoring assigned values
6 Test report
Cited references in this standard
[Current]
Methods of testing soils for engineering purposes, Method 5.4.1: Soil compaction and density tests — Compaction control test — Dry density ratio, moisture variation and moisture ratio
[Current]
Methods of testing soils for engineering purposes, Method 5.5.1: Soil compaction and density tests — Determination of the minimum and maximum dry density of a cohesionless material — Standard method
[Current]
Methods of testing soils for engineering purposes, Method 5.2.1: Soil compaction and density tests — Determination of the dry density/moisture content relation of a soil using modified compactive effort
[Current]
Methods of testing soils for engineering purposes, Method 5.1.1: Soil compaction and density tests — Determination of the dry density/moisture content relation of a soil using standard compactive effort
[Current]
Methods of testing soils for engineering purposes, Method 1.4.1: Sampling and preparation of soils — Selection of sampling or test sites — Random number method
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