AS/NZS 2566.1 Supp 1:1998 (R2016) Buried flexible pipelines - Structural design - Commentary (Supplement to AS/NZS 2566.1:1998)
- Abbreviation
- AS/NZS 2566.1 Supp 1:1998
- Valid from
- 4/01/1998
- Information provider
- Standards New Zealand,
- Author
- Standards New Zealand, Standards Australia
- Information type
- New Zealand Standard,
Description
This Supplement gives helpful background information to AS/NZS 2566.1 and emphasizes the need for field compaction of the embedment material to be consistent with assumptions on which the equations are based. Appendix B gives worked examples which illustrate the application of AS/NZS 2566.1 for the selection of an appropriate pipe material and class of pipe.
Scope
For pipelines subject to a very light load, it may not be necessary for the structural design to comply with AS/NZS 2566.1. This condition may be especially relevant to pipes with outside diameters of less than 250 mm. The minimum long-term ring-bending stiffness specified in AS/NZS 2566.1 (see Paragraph C2.2) can be compared with the value of 375 N/m/m given in Ref. 1.
This resource is cited by:
AS/NZS 2566.1 Supp 1:1998 (R2016) Buried flexible pipelines - Structural design - Commentary (Supplement to AS/NZS 2566.1:1998)
This document is CITED BY:
-
AS/NZS 2566.1:1998
AS/NZS 2566.1 Supp 1:1998 is cited by AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design