AS 1289.6.6.1-1998

AS 1289.6.6.1-1998

Methods of testing soils for engineering purposes Soil strength and consolidation tests - Determination of the one-dimensional consolidation properties of a soil - Standard method

Standards Australia

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Table of Contents

<toc>
<bookmarktable>
<bookmark index='0'>
<pageno>1</pageno>
<text>AS 1289.6.6.1-1998 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES - SOIL STRENGTH AND CONSOLIDATION TESTS-DETERMINATION OF...</text>
<bookmark index='1'>
<pageno>1</pageno>
<text>1 SCOPE</text>
</bookmark>
<bookmark index='2'>
<pageno>1</pageno>
<text>2 REFERENCED DOCUMENTS</text>
</bookmark>
<bookmark index='3'>
<pageno>1</pageno>
<text>3 APPARATUS</text>
</bookmark>
<bookmark index='4'>
<pageno>2</pageno>
<text>4 CALIBRATION OF CONSOLIDATION CELL</text>
</bookmark>
<bookmark index='5'>
<pageno>2</pageno>
<text>5 PREPARATION OF SPECIMENS</text>
</bookmark>
<bookmark index='6'>
<pageno>3</pageno>
<text>6 PROCEDURE</text>
</bookmark>
<bookmark index='7'>
<pageno>5</pageno>
<text>7 CALCULATIONS</text>
<bookmark index='8'>
<pageno>5</pageno>
<text>7.1 Deformation/time properties</text>
</bookmark>
<bookmark index='9'>
<pageno>6</pageno>
<text>7.2 Deformation/load properties</text>
</bookmark>
</bookmark>
<bookmark index='10'>
<pageno>9</pageno>
<text>8 REPORTING OF RESULTS</text>
</bookmark>
</bookmark>
</bookmarktable>
</toc>

Abstract

Describes a procedure for determining the rate and
magnitude of consolidation of soil when it is restrained
laterally and loaded and drained axially.

Scope

This Method describes a procedure for determining the rate and magnitude of consolidation of soil when it is restrained laterally and loaded and drained axially. The Method is primarily intended for application to saturated soils to which the consolidation theory applies, but it may be adapted for application to unsaturated soils (see Note 1).

General Product Information

Document Type Standard
Status Current
Publisher Standards Australia
Committee CE-009
Supersedes
  • DR 96563
  • AS 1289.F6.1-1977

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