• AS 3725-1989

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

    Loads on buried concrete pipes

    Available format(s):  Hardcopy, PDF 1 User, PDF 3 Users, PDF 5 Users, PDF 9 Users

    Superseded date:  28-03-2023

    Language(s):  English

    Published date:  01-01-1989

    Publisher:  Standards Australia

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    Table of Contents - (Show below) - (Hide below)

    1 - AS 3725-1989 LOADS ON BURIED CONCRETE PIPES
    4 - PREFACE
    5 - CONTENTS
    6 - 1 SCOPE.
    6 - 2 APPLICATION.
    6 - 3 REFERENCED DOCUMENTS.
    6 - 4 DEFINITIONS.
    7 - 5 NOTATION.
    9 - 6 VERTICAL LOADS ON PIPES.
    9 - 6.1 Types of loading.
    9 - 6.2 Data required.
    9 - 6.3 Working dead loads due to fill or in- situ materials.
    9 - 6.3.1 General.
    9 - 6.3.2 Trench condition.
    10 - 6.3.3 Embankment condition (positive projection)
    10 - 6.3.4 Embankment condition (negative projection or induced trench)
    10 - 6.3.5 Settlement ratio.
    10 - 6.3.6 Multiple pipes.
    10 - 6.3.7 Jacked or bored pipes.
    10 - 6.4 Working loads due to superimposed dead loads.
    15 - 6.5 Working loads due to superimposed live loads.
    15 - 6.5.1 General.
    15 - 6.5.2 Road vehicle loads.
    17 - 6.5.3 Railway loading.
    17 - 6.5.4 Aircraft loads.
    17 - 6.5.5 Construction and other equipment loads.
    17 - 7 INTERNAL WATER LOADS.
    17 - 8 COMPACTION.
    18 - 9 PIPE SUPPORT AND BEDDING FACTORS.
    18 - 9.1 General.
    18 - 9.1.1 Pipe supports.
    18 - 9.1.2 Bedding factors.
    18 - 9.2 Support types.
    18 - 9.2.1 Type U support
    19 - 9.2.2 Type H support
    20 - 9.2.3 Type HS support
    20 - 9.3 Bedding factors for dead loads.
    20 - 9.3.1 General
    20 - 9.3.2 Reduction of bedding factors.
    20 - 9.3.3 Jacked or bored pipes.
    20 - 10 TEST LOADS.
    20 - 10.1 General.
    20 - 10.2 Test loads for reinforced pipes not subject to internal pressure.
    21 - 10.3 Test load for unreinforced pi pes not subject to internal pressure.
    21 - 10.4 Test loads for reinforced pipes subject to internal pressure.

    Abstract - (Show below) - (Hide below)

    Sets out acceptable methods for calculating the vertical working (service) loads, resulting from overlying materials and superimposed dead and live loads, which act on buried concrete pipes. Users are also referred to AS 4058-1992 Precast concrete pipes.

    Scope - (Show below) - (Hide below)

    This Standard sets out methods and provides data for-(a) calculating the vertical working loads on buried concrete pipes due to-(i) the materials covering the pipes; and(ii) superimposed loads; and(b) relating the minimum test cracking load to be applied to sample concrete pipes, in accordance with AS 1342 and AS 1392, to the calculated vertical working loads on concrete pipes installed under particular conditions, including that of combined vertical load plus internal pressure.In addition, the Standard classifies types of pipe installation and types of bedding and sets minimum requirements for the soil materials around the pipes and compaction of these materials.

    General Product Information - (Show below) - (Hide below)

    Committee WS-006
    Document Type Standard
    Publisher Standards Australia
    Status Superseded
    Superseded By
    Supersedes
    Under Revision

    History - (Show below) - (Hide below)

    Under Revision See DR 97281

    Standards Referencing This Book - (Show below) - (Hide below)

    AS 4139-1993 Fibre-reinforced concrete pipes and fittings
    AS 4058-1992 Precast concrete pipes (pressure and non-pressure)
    AS/NZS 3500.3:2003 Plumbing and drainage Stormwater drainage
    AS/NZS 3500.5:2000 National Plumbing and Drainage - Domestic installations
    AS 5100.3:2017 Bridge design Foundation and soil-supporting structures
    AS 5100.3-2004 Bridge design Foundations and soil supporting structures
    AS 4799-2000 Installation of underground utility services and pipelines within railway boundaries
    AS/NZS 3500.3.2:1998 National plumbing and drainage Stormwater drainage - Acceptable solutions
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