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AS 1289.6.3.3-1997 (R2013)

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AS 1289.6.3.3-1997 (R2013)

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

Standards Australia

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Table of Contents

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<pageno>1</pageno>
<text>AS 1289.6.3.3-1997 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES - SOIL STRENGTH AND CONSOLIDATION TESTS-DETERMINATION OF...</text>
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<pageno>1</pageno>
<text>1 SCOPE</text>
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<pageno>1</pageno>
<text>2 REFERENCED DOCUMENT</text>
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<pageno>1</pageno>
<text>3 APPARATUS</text>
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<pageno>1</pageno>
<text>4 PROCEDURE</text>
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<bookmark index='5'>
<pageno>1</pageno>
<text>5 CALCULATIONS</text>
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<bookmark index='6'>
<pageno>3</pageno>
<text>6 TEST REPORT</text>
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</toc>

Abstract

RECONFIRMATION NOTICE
Technical Committee CE-009 has reviewed the content of this publication and in accordance with Standards Australia procedures for reconfirmation, it has been determined that the publication is still valid and does not require change.
Certain documents referenced in the publication may have been amended since the original date of publication. Users are advised to ensure that they are using the latest versions of such documents as appropriate, unless advised otherwise in this Reconfirmation Notice.
Approved for reconfirmation in accordance with Standards Australia procedures for reconfirmation on 13 June 2013.
The following are represented on Technical Committee CE-009:

Association of Geotechnical Testing Authorities (Qld)
Australian Building Codes Board
Australian Chamber of Commerce and Industry
Australian Geomechanics Society
Australian Stabilisation Industry Association
AUSTROADS
Cement Concrete & Aggregates Australia—Aggregates
Engineering & Construction Laboratories Association
Engineers Australia
National Association of Testing Authorities Australia
The University of Melbourne
The University of Sydney
Victorian Construction Materials Laboratories Association


To view or download a copy of the reconfirmation notice please go to the reconfirmation link near the top of this page.

Scope

This method 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.

General Product Information

Document Type Standard
Status Current
Publisher Standards Australia
ProductNote Reconfirmed 15-07-2013
Committee CE-009
Supersedes
  • DR 95209
  • AS 1289.F3.3-1984