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NZS 4402.6.3.2:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus

Abbreviation
4402.6.3.2:1986 (NZS)
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 unconfined comparative strength of a specimen of non-fissured cohesive soil, using a portable compression testing machine which produces a chart record of axial load and compression. The test is limited to cylindrical specimens nominally 40 mm diameter and 80 mm long. To be read in conjunction with Part 1.

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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 4402.6.3.2:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus

This document is not CITED BY any other resources:

NZS 4402.6.3.2:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus

Description

Covers the determination of the unconfined comparative strength of a specimen of non-fissured cohesive soil, using a portable compression testing machine which produces a chart record of axial load and compression. The test is limited to cylindrical specimens nominally 40 mm diameter and 80 mm long. To be read in conjunction with Part 1.

View on Information Provider website
NZS 4402.6.3.2:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus
Description

Covers the determination of the unconfined comparative strength of a specimen of non-fissured cohesive soil, using a portable compression testing machine which produces a chart record of axial load and compression. The test is limited to cylindrical specimens nominally 40 mm diameter and 80 mm long. To be read in conjunction with Part 1.

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

NZS 4402.6.3.2:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the unconfined compressive strength of cohesive soil - Test 6.3.2 Alternative method using autographic apparatus

This resource does not CITE any other resources.
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