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NZS 4402.6.5.3:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone

Abbreviation
NZS 4402.6.5.3:1988
Valid from
31/12/1987

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

Description

Describes the procedure for determining the static cone resistance of a soil in the field using a cone and additionally the side skin friction and friction ratio if a friction cone is used.

The method permits the use of either mechanical or electrical penetrometers.

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 4402.6.5.3:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone

This document is not CITED BY any other resources:

NZS 4402.6.5.3:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone

Description

Describes the procedure for determining the static cone resistance of a soil in the field using a cone and additionally the side skin friction and friction ratio if a friction cone is used.

The method permits the use of either mechanical or electrical penetrometers.

View on Information Provider website
NZS 4402.6.5.3:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone
Description

Describes the procedure for determining the static cone resistance of a soil in the field using a cone and additionally the side skin friction and friction ratio if a friction cone is used.

The method permits the use of either mechanical or electrical penetrometers.

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

NZS 4402.6.5.3:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.3 Cone penetration resistance using a cone or a friction cone

This resource does not CITE any other resources.
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