Standard
Track updates
AS 1289.5.4.1-2007
[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
This Standard sets out the method for determining the dry density ratio, moisture variation from optimum moisture content and moisture ratio of a soil at a test site. It is applicable to material that contains not more than 20% of material, on a wet basis, retained on the 37.5 mm sieve.
Published: 31/08/2007
Pages: 6
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
1 Scope
2 Normative references
3 Apparatus
4 Procedure
5 Calculations
6 Test report
Cited references in this standard
[Current]
Methods of testing soils for engineering purposes, Method 5.3.2: Soil compaction and density tests — Determination of the field density of a soil — Sand replacement method using a sand pouring can, with or without a volume displacer
[Pending Revision]
Methods of testing soils for engineering purposes, Method 5.8.1: Soil compaction and density tests — Determination of field density and field moisture content of a soil using a nuclear surface moisture-Density gauge — Direct transmission mode
[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
[Current]
Methods of testing soils for engineering purposes, Method 5.3.5: Soil compaction and density tests — Determination of the field dry density of a soil — Water replacement 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
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