NZS 4402.6.1.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the California Bearing Ratio (CBR) - Test 6.1.1 Standard laboratory method for remoulded specimens

Abbreviation
NZS 4402.6.1.1:1986
Valid from
31/12/1985

Information provider
Standards New Zealand,
Author
Standards New Zealand
Information type
New Zealand Standard,


Description

Covers the determination of the California Bearing Ratio (CBR) of a soil when compacted and tested in a laboratory. Applicable to fine, medium, and the fraction of coarse soils passing a 19.0 mm test sieve. To be read in conjunction with Part 1.

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This resource is cited by:

NZS 4402.6.1.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the California Bearing Ratio (CBR) - Test 6.1.1 Standard laboratory method for remoulded specimens

This document is CITED BY:

NZS 4402.6.1.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the California Bearing Ratio (CBR) - Test 6.1.1 Standard laboratory method for remoulded specimens

Description

Covers the determination of the California Bearing Ratio (CBR) of a soil when compacted and tested in a laboratory. Applicable to fine, medium, and the fraction of coarse soils passing a 19.0 mm test sieve. To be read in conjunction with Part 1.

View on Information Provider website
NZS 4402.6.1.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the California Bearing Ratio (CBR) - Test 6.1.1 Standard laboratory method for remoulded specimens
Description

Covers the determination of the California Bearing Ratio (CBR) of a soil when compacted and tested in a laboratory. Applicable to fine, medium, and the fraction of coarse soils passing a 19.0 mm test sieve. To be read in conjunction with Part 1.

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

NZS 4402.6.1.1:1986 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the California Bearing Ratio (CBR) - Test 6.1.1 Standard laboratory method for remoulded specimens

This resource does not CITE any other resources.
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