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NZS 4402.6.2.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water press

Abbreviation
NZS 4402.6.2.1:1986
Valid from
31/12/1985

Information provider
Standards New Zealand
Author
Standards New Zealand
Information type
New Zealand Standard
Format
PDF

Description

Covers the determination of the compressive strength of specimens of soil in the triaxial compression apparatus under conditions in which the cell pressure is maintained constant, and there is no change in the water content of the specimens.

The test is limited to specimens in the form of right cylinders of height approximately equal to twice the diameter. To be read in conjunction with Part 1.

For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is not cited by any other resources.

NZS 4402.6.2.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water press

This document is not CITED BY any other resources:

NZS 4402.6.2.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water press

Description

Covers the determination of the compressive strength of specimens of soil in the triaxial compression apparatus under conditions in which the cell pressure is maintained constant, and there is no change in the water content of the specimens.

The test is limited to specimens in the form of right cylinders of height approximately equal to twice the diameter. To be read in conjunction with Part 1.

View on Information Provider website
NZS 4402.6.2.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water press
Description

Covers the determination of the compressive strength of specimens of soil in the triaxial compression apparatus under conditions in which the cell pressure is maintained constant, and there is no change in the water content of the specimens.

The test is limited to specimens in the form of right cylinders of height approximately equal to twice the diameter. To be read in conjunction with Part 1.

View on Information Provider website
This resource does not cite any other resources.

NZS 4402.6.2.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the compressive strength of specimens tested in undrained triaxial compression - Test 6.2.1 Method without measurement of pore water press

This resource does not CITE any other resources.
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