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About This Item


Full Description

Sets out design practice for vertical deflections up to recommended safe design limit of 5 percent of OD, for plastics pipes laid underground, and includes methods for calculating loads, safe bedding depths and deflections under a range of laying conditions. Formulas for calculation of vertical loads due to fill material, and installation conditions and design constants, are described and illustrated in appendices.

Document History

  1. AS/NZS 2566.1:1998

    Buried flexible pipelines, Part 1: Structural design

    • Most Recent
  2. AS 2566-1982


    Plastics pipelaying design

    • Historical Version
  3. AS CA68-1972

    Plastics pipelaying design

    • Historical Version