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AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design

Abbreviation
AS/NZS 2566.1:1998
Amendment
A1 - incorporated.
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 Standard sets out a practice for the structural design of buried flexible pipelines which rely primarily upon side support to resist vertical loads without excessive deformation. The interactive pipe/embedment structure is considered only in the transverse direction. Structural performance is predicted in the long-term for pipes in trenches and embankments but not for jacked or bored lines.

Scope

For the purposes of this Standard, the long-term design basis is 50 years, to take account of creep and other time dependent effects. The equations used in this Standard apply to pipes with outside diameters equal to or greater than 75 mm, initial ring-bending stiffness equal to or greater than 1250 N/m/m and long-term ring-bending stiffness equal to or greater than 625 N/m/m.

This Standard provides methods and data for calculating the response of a pipe to loadings from:

  • (a) soil;
  • (b) superimpositions on the soil; and
  • (c) both positive and negative internal pressures.
For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design

This document is CITED BY:

AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design

Description

This Standard sets out a practice for the structural design of buried flexible pipelines which rely primarily upon side support to resist vertical loads without excessive deformation. The interactive pipe/embedment structure is considered only in the transverse direction. Structural performance is predicted in the long-term for pipes in trenches and embankments but not for jacked or bored lines.

View on Information Provider website
AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design
Description

This Standard sets out a practice for the structural design of buried flexible pipelines which rely primarily upon side support to resist vertical loads without excessive deformation. The interactive pipe/embedment structure is considered only in the transverse direction. Structural performance is predicted in the long-term for pipes in trenches and embankments but not for jacked or bored lines.

View on Information Provider website
This resource cites:

AS/NZS 2566.1:1998 (R2018) Buried Flexible pipelines. Structural Design

This document CITES:
New Zealand Standards
Australian Standards
Other
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