AS/NZS 4456.12:1997 Masonry units and segmental pavers - Methods of test - Determining coefficients of contraction
- Abbreviation
- AS/NZS 4456.12:1997
- Valid from
- 4/04/1997
- Information provider
- Standards New Zealand,
- Author
- Standards New Zealand, Standards Australia
- Information type
- New Zealand Standard,
- Format
- PDF, HARD COPY,
Description
This Standard sets out the methods for determining the coefficients of contraction of masonry units.
The coefficient of residual curing contraction is an indication of the potential shrinkage undergone by a masonry unit during its secondary curing process.
The coefficient of drying contraction is an indication of the potential contraction undergone by a saturated masonry unit when it is allowed to dry over a long period at ambient conditions.
This resource is cited by:
AS/NZS 4456.12:1997 Masonry units and segmental pavers - Methods of test - Determining coefficients of contraction
This document is CITED BY:
-
AS/NZS 4455:1997
AS/NZS 4456.12:1997 is cited by AS/NZS 4455:1997 Masonry units and segmental pavers
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NZS 4210:2001
AS/NZS 4456.12:1997 is cited by NZS 4210:2001 Code of practice for masonry construction: materials and workmanship - SPONSORED