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About This Item

 

Full Description

This Standard sets out the procedure for determining the resistance of a soil to penetration by a flat ended rod of 16 ±0.2 mm diameter driven with a 9 kg mass, dropping 600 mm. Use of the method is limited to granular soils with a maximum particle size not exceeding 2 mm, and a layer thickness of at least of 450 mm.
 

Document History

  1. AS 1289.6.3.3-1997

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    Methods of testing soils for engineering purposes, Method 6.3.3: Soil strength and consolidation tests - Determination of the penetration resistance of a soil - Perth sand penetrometer test

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  2. AS 1289.F3.3-1984


    Methods of testing soil for engineering purposes - Part F - Soil strength and consolidation tests - Determination of the penetration resistance of a soil with a Perth sand penetrometer

    • Historical Version
 

Amendments, rulings, supplements, and errata

  1. AS 1289.6.3.3-1997 AMDT 1


    Methods of testing soils for engineering purposes, Method 6.3.3: Soil strength and consolidation tests - Determination of the penetration resistance of a soil - Perth sand penetrometer test