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AS 1289.6.7.1-2001
[Current]Methods of testing soils for engineering purposes, Method 6.7.1: Soil strength and consolidation tests - Determination of permeability of a soil - Constant head method for a remoulded specimen
This Standard sets out a method for determining the coefficient of permeability for the flow of water through a remoulded specimen by a constant head method. The method is suitable for soils with a coefficient of permeability greater than approximately 10-8 m/s
Published: 12/07/2001
Pages: 8
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
1 Scope
2 Referenced documents
3 Definitions
3.1 Laboratory density ratio
3.2 Laboratory moisture ratio
3.3 Hydraulic gradient
4 Apparatus
5 Preparation of the test portion
6 Preparation of the test specimen
7 Percolation of the specimen
8 Calculations
9 Test report
Notes on test
Cited references in this standard
[Current]
Methods of testing soils for engineering purposes, Method 6.7.3: Soil strength and consolidation tests-Determination of permeability of a soil-Constant head method using a flexible wall permeameter
[Current]
Methods of testing soils for engineering purposes, Method 6.7.2: Soil strength and consolidation tests - Determination of permeability of a soil - Falling head method for a remoulded specimen
[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
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