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AS 1289.6.2.2-1998

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

Methods of testing soils for engineering purposes Soil strength and consolidation tests - Determination of shear strength of a soil - Direct shear test using a shear box

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Superseded date

26-06-2020

Superseded by

AS 1289.6.2.2:2020

Language(s)

English

Published date

01-01-1998

€36.73
Excluding VAT

1 - AS 1289.6.2.2-1998 METHODS OF TESTING SOILS FOR ENGINEERING PURPOSES - SOIL STRENGTH AND CONSOLIDATION TESTS - DETERMINATION OF
1 - 1 SCOPE
1 - 2 REFERENCED DOCUMENTS
1 - 3 APPARATUS
3 - 4 PREPARATION OF APPARATUS
8 - 5 PREPARATION OF SPECIMENS
8 - 5.1 General
8 - 5.2 Dry sands
9 - 5.3 Cohesive soils
11 - 6 SHEARING OF SPECIMEN IN ONE DIRECTION
11 - 6.1 General
11 - 6.2 Procedure
11 - 7 SHEARING OF SPECIMEN WITH REPEATED REVERSAL OF SHEAR DIRECTION
11 - 7.1 General
12 - 7.2 Procedure
12 - 8 RATE OF SHEARING
16 - 9 REMOVAL OF SPECIMENS
16 - 10 CALCULATIONS
18 - 11 TEST REPORT
18 - 11.1 Results and general information
19 - 11.2 Additional information

This Standard sets out a method for determining the shear strength of a soil (in terms of effective stress) by direct shearing in a shear box. Separate test procedures are described for the testing of low permeability soils such as clays or sandy clays (‘cohesive soils’) and highly permeable soils such as sands. For cohesive soils, different procedures are described for carrying out drained (or slow) shearing tests for determining the peak shear strength and for determining the residual shear strength.

Committee
CE-009
DocumentType
Standard
ISBN
0 7337 1661 X
Pages
20
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes

This Standard sets out a method for determining the shear strength of a soil (in terms of effective stress) by direct shearing in a shear box. Separate test procedures are described for the testing of low permeability soils such as clays or sandy clays (herein called 'cohesive soils') and highly permeable soils such as sands. For cohesive soils, different procedures are described for carrying out drained (or slow) shearing tests for determining the peak shear strength and for determining the residual shear strength. A procedure for obtaining the undrained strength of a cohesive soil is not given. The test procedures apply only to small shear boxes which are usually designed to test specimens 60 mm to 100 mm square. The procedures do not apply to large shear boxes which are generally 300 mm square, as the method of assembly of the larger boxes differs from that used for small boxes.

First published as AS 1289.6.2.2-1998.

AS 1289.2.1.1-1992 Methods of testing soils for engineering purposes Soil moisture content tests - Determination of the moisture content of a soil - Oven drying method (standard method)
AS 1289.2.1.2-1992 Methods of testing soils for engineering purposes Soil moisture content tests - Determination of the moisture content of a soil - Sand bath method (subsidiary method)
AS 1289.2.1.5-1992 Methods of testing soils for engineering purposes Soil moisture content tests - Determination of the moisture content of a soil - Infrared lights method (subsidiary method)
AS 1289.2.1.4-1992 Methods of testing soils for engineering purposes Soil moisture content tests - Determination of the moisture content of a soil - Microwave-oven drying method (subsidiary method)
AS 1289.F6.1-1977 Methods of testing soil for engineering purposes Soil strength and consolidation tests - Determination of the one-dimensional consolidation properties of a soil
AS 1289.0-1991 Methods of testing soils for engineering purposes General requirements and list of methods
AS 1289.2.3.1-1998 Methods of testing soils for engineering purposes Soil moisture content tests - Establishment of correlation - Subsidiary method and the standard method (Reconfirmed 2013)

HB 160-2006 Soils testing
AS/NZS 3725:2007 Design for installation of buried concrete pipes
AS 3727.1:2016 Pavements Residential
AS 4799-2000 Installation of underground utility services and pipelines within railway boundaries

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