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AS 4133.4.2.2-2013

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Current

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Methods of testing rocks for engineering purposes Rock strength tests - Determination of uniaxial compressive strength - Rock strength less than 50 MPa
Available format(s)

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

Language(s)

English

Published date

10-02-2013

This Standard sets out the method for determining the uniaxial compressive strength of a rock sample in the form of specimens of regular geometry of strength less than 50 MPa. The test is intended for strength classification and characterization of intact rock.

This Standard sets out the method for determining the uniaxial compressive strength of a rock sample in the form of specimens of regular geometry of strength less than 50 MPa. The test is intended for strength classification and characterization of intact rock.NOTE: Where the measured strength using this method exceeds 50 MPa this method may result in a measured strength that is less than the strength obtained in test method AS 4133.4.2.1.CAUTION: SOME OF THE TESTS SPECIFIED IN THIS STANDARD INVOLVE THE USE OF PROCESSES THAT COULD LEAD TO A HAZARDOUS SITUATION.

Committee
CE-009
DocumentType
Standard
ISBN
978 1 74342 586 2
Pages
5
PublisherName
Standards Australia
Status
Current
Supersedes

Originated as part of AS 4133.4.2—1993.Revised in part and redesignated as AS 4133.4.2.2—2013. Originated as part of AS 4133.4.2—1993. Revised in part and redesignated as AS 4133.4.2.2—2013.

AS 2193-2005 Calibration and classification of force-measuring systems (Reconfirmed 2017)
AS 4133.4.2.1-2007 Methods of testing rocks for engineering purposes Rock strength tests - Determination of uniaxial compressive strength of 50 MPa and greater
AS 4133.1.1.1-2005 Methods of testing rocks for engineering purposes Rock moisture content tests - Determination of the moisture content of rock - Oven drying method (standard method)

AS 4133.4.3.2:2013 Methods of testing rocks for engineering purposes Rock strength tests - Determination of the deformability of rock materials in uniaxial compression - Rock strength less than 50 MPa

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