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AS 1289.6.4.1:2016 [ Current ]

Methods of testing soils for engineering purposes, Method 6.4.1: Soil strength and consolidation tests - Determination of compressive strength of a soil - Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure

standard by Standards Australia , 02/29/2016

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Full Description

Sets out a basic test procedure applicable to cohesive soils and a procedure for determining the compressive strength of a specimen of soil in the triaxial compression apparatus under conditions in which the cell pressure is maintained constant, and in which there is no change in the total water content of the specimen.
 

Product Details

Edition:
2nd
Published:
02/29/2016
ISBN(s):
9781760353940
Number of Pages:
5
File Size:
1 file , 150 KB
Product Code(s):
10158329, 10158357, 10158364
Note:
This product is unavailable in Ukraine, Russia, Belarus
 

Document History

  1. AS 1289.6.4.1:2016

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    Methods of testing soils for engineering purposes, Method 6.4.1: Soil strength and consolidation tests - Determination of compressive strength of a soil - Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure

    • Most Recent

  2. AS 1289.6.4.1-1998


    Methods of testing soils for engineering purposes, Method 6.4.1: Soil strength and consolidation tests - Determination of compressive strength of a soil - Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water p

    • Historical Version

  3. AS 1289.F4.1-1977


    Methods of testing soil for engineering purposes - Part F - Soil strength and consolidation tests - Determination of the compressive strength of a soil - Compressive strength of a specimen tested in undrained triaxial compression without measurement of

    • Historical Version

  4. AS A89.17A-1972


    Methods of testing soils for engineering purposes, Method 17A: Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure

    • Historical Version