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Buried flexible pipelines Structural design - Commentary (Supplement to AS/NZS 2566.1:1998) (Reconfirmed 2016)

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English

Published date

05-01-1998

Publisher

Standards Australia

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Gives helpful background information to AS/NZS2566.1 and emphasizes the need for field compaction of the embedment material to be consistent with assumptions on which the equations are based. AppendixB gives worked examples which illustrate the application of AS/NZS2566.1 for the selection of an appropriate pipe material and class of pipe.

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.

Committee	WS/28
DocumentType	Supplement (Main)
ISBN	0 7337 1628 8
Pages	34
ProductNote	Reconfirmation Notice 7/10/2016 Reconfirmed 07/10/2016. This standard has been reconfirmed in Australia in 2016 and remains current in New Zealand.
PublisherName	Standards Australia
Status	Current
Supersedes	DR 94115

First published as AS/NZS 2566.1 Supplement 1:1998.
Reconfirmed 2016. First published as AS/NZS 2566.1 Supplement 1:1998.

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AS/NZS 2566.1 Supp1:1998

Buried flexible pipelines Structural design - Commentary (Supplement to AS/NZS 2566.1:1998) (Reconfirmed 2016)

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