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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
04/01/1998

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


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.

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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 Supp 1:1998 (R2016) Buried flexible pipelines - Structural design - Commentary (Supplement to AS/NZS 2566.1:1998)

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.

View on Information Provider website
AS/NZS 2566.1 Supp 1:1998 (R2016) Buried flexible pipelines - Structural design - Commentary (Supplement to AS/NZS 2566.1:1998)
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.

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

AS/NZS 2566.1 Supp 1:1998 (R2016) Buried flexible pipelines - Structural design - Commentary (Supplement to AS/NZS 2566.1:1998)

This resource does not CITE any other resources.
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