NZS 4402.2.5:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.5 Determination of the cone penetration limit

Abbreviation
NZS 4402.2.5:1986
Valid from
31/12/1985

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


Description

Covers the determination of the cone penetration limit of a soil which has not been dried below natural water content. The method may also be used on previously dried soils. To be read in conjunction with Part 1.

For assistance with locating previous versions, please contact the information provider.
View on Information Provider website
For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

NZS 4402.2.5:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.5 Determination of the cone penetration limit

This document is CITED BY:

NZS 4402.2.5:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.5 Determination of the cone penetration limit

Description

Covers the determination of the cone penetration limit of a soil which has not been dried below natural water content. The method may also be used on previously dried soils. To be read in conjunction with Part 1.

View on Information Provider website
NZS 4402.2.5:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.5 Determination of the cone penetration limit
Description

Covers the determination of the cone penetration limit of a soil which has not been dried below natural water content. The method may also be used on previously dried soils. To be read in conjunction with Part 1.

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

NZS 4402.2.5:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.5 Determination of the cone penetration limit

This resource does not CITE any other resources.
Feedback