AS/NZS 3725:2007 Design for installation of buried concrete pipes
- Information provider
- Standards New Zealand,
- Author
- Standards New Zealand, Standards Australia
- Information type
- New Zealand Standard,
- Format
- PDF, HARD COPY,
Description
This Standard specifies methods, and provides data, for calculating the vertical working loads on buried concrete pipes due to the materials covering the pipes and superimposed loads. It also specifies methods for relating the minimum proof test load to the calculated vertical working loads on concrete pipes installed under particular conditions, including that of combined vertical load plus internal pressure.
Scope
This Standard sets out methods and provides data for the following:
- a) Calculating the vertical working loads on buried concrete pipes due to
- i) the materials covering the pipes; and
- ii) superimposed loads.
- b) Relating the minimum proof test load to the selection of appropriate pipes made in accordance with either AS 4058 or AS 4139, 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.
This resource is cited by:
AS/NZS 3725:2007 Design for installation of buried concrete pipes
This document is CITED BY:
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B1/VM1 (Amd 15) (First edition, amendment 15)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 16) (First edition, Amendment 16 )
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 14) (First edition, Amendment 14)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 12) (First Edition, Amendment 12.)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 11) (First Edition, Amendment 11)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 10) (First edition, Amendment 10)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 13) (First edition, Amendment 13)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 17) (First Edition, Amendment 17)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 18) (First Edition, Amendment 18)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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B1/VM1 (Amd 19) (First edition, Amendment 19)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
-
B1/VM1 (Amd 20) (First edition, Amendment 20)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
-
B1/VM1 (Amd 21) (First Edition, Amendment 21)
AS/NZS 3725:2007 is cited by Verification Method B1/VM1: Structure - General from 30/09/2010
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AS/NZS 3500.3:2018
AS/NZS 3725:2007 is cited by AS/NZS 3500.3:2018 Plumbing and drainage Part 3: Stormwater drainage
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AS/NZS 3500.3:2021
AS/NZS 3725:2007 is cited by AS/NZS 3500.3:2021 Plumbing and drainage, Part 3: Stormwater drainage
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AS/NZS 4058:2007
AS/NZS 3725:2007 is cited by AS/NZS 4058:2007 Pre cast concrete pipes (pressure and non-pressure)
This resource cites:
AS/NZS 3725:2007 Design for installation of buried concrete pipes
This document CITES:
AS/NZS 3725:2007 cites AS/NZS 3725 Supplement 1:2007 Design for installation of buried concrete pipes
AS/NZS 3725:2007 cites NZS 3122:1995 Specification for Portland and blended cements (General and special purpose)
AS/NZS 3725:2007 cites NZS 4402.2.6:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.6 Determination of the linear shrinkage
AS/NZS 3725:2007 cites NZS 4402.2.8.2:1986 Methods of testing soils for civic engineering purposes - Soil classification tests - Test 2.8.2 Standard method by dry sieving - SPONSORED
AS/NZS 3725:2007 cites NZS 4402.4.1.1:1986 Methods of testing soils for civil engineering purposes - Part 4: Soil compaction tests - Determination of the dry density/water content relationship - Test 4.1.1 New Zealand standard compaction test - SPONSORED
AS/NZS 3725:2007 cites NZS 4402.4.2.1:1988 Methods of testing soils for civil engineering purposes - Soil compaction tests -Determination of the minimum and maximum dry densities and relative density of a cohesionless soil - Test 4.2.1 Minimum dry density - SPONSORED
AS/NZS 3725:2007 cites NZS 4402.4.2.2:1988 Methods of testing soils for civil engineering purposes - Soil compaction tests -Determination of the minimum and maximum dry densities and relative density of a cohesionless soil - Test 4.2.2 Maximum dry density - SPONSORED
AS/NZS 3725:2007 cites NZS 4402.5.1.1:1986 Methods of testing soils for civil engineering purposes - Soil density tests - Determination of the density of soil - Test 5.1.1 Sand replacement method for the determination of in situ density - SPONSORED
AS/NZS 3725:2007 cites AS 1289.3.4.1-1995 Methods of testing soils for engineering purposes - Soil classification tests - Determination of the linear shrinkage of a soil - Standard method
AS/NZS 3725:2007 cites AS 1289.3.6.1-1995 Methods of testing soils for engineering purposes - Soil classification tests - Determination of the particle size distribution of a soil - Standard method of analysis by sieving
AS/NZS 3725:2007 cites AS 1289.5.1.1-1993 Methods of testing soils for engineering purposes - Soil compaction and density tests - Determination of the dry density/moisture content relation of a soil using standard compactive effort
AS/NZS 3725:2007 cites AS 1289.5.3.1-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.1: Soil compaction and density tests - Determination of the field density of a soil - Sand replacement method using a sand-cone pouring apparatus
AS/NZS 3725:2007 cites AS 1289.5.3.2-2004 (R2016) Methods of testing soils for engineering purposes - Method 5.3.3: Soil compaction and density tests - Determination of the field dry density of a soil - Sand replacement method using a sand pouring can, with or without a volume
AS/NZS 3725:2007 cites AS 1289.5.3.5-1997 (R2013) Methods of testing soils for engineering purposes - Soil compaction and density tests - Determination of the field dry density of a soil - Water replacement method
AS/NZS 3725:2007 cites AS 1289.5.4.1-1993 Methods of testing soils for engineering purposes - Soil compaction and density tests - Compaction control test - Dry density ratio, moisture variation and moisture ratio
AS/NZS 3725:2007 cites AS 1289.5.5.1-1998 (R2016) Methods of testing soils for engineering purposes - Soil compaction and density tests - Determination of the minimum and maximum dry density of a cohesionless material - Standard method
AS/NZS 3725:2007 cites AS 1289.5.6.1-1998 (R2016) Methods of testing soils for engineering purposes - Soil compaction and density tests - Compaction control test - Density index method for a cohesionless material
AS/NZS 3725:2007 cites AS 1289.5.8.1-1995 Methods of testing soils for engineering purposes - Soil compaction and density tests - Determination of field density and field moisture content of a soil using a nuclear surface moisture-density gauge - Direct transmission mode
AS/NZS 3725:2007 cites AS 1379-2007 (R2017) Specification and supply of concrete
AS/NZS 3725:2007 cites AS 1726-1993 Geotechnical site investigations
AS/NZS 3725:2007 cites AS 3582.1-1998 Supplementary cementitious materials for use with portland and blended cement - Fly ash
AS/NZS 3725:2007 cites AS 3972-1997 General purpose and blended cements
AS/NZS 3725:2007 cites AS 4058-1992 Precast concrete pipes (pressure and non-pressure)
AS/NZS 3725:2007 cites AS 4139-2003 (R2018) Fibre reinforced concrete pipes and fittings
AS/NZS 3725:2007 cites AS 5100.2-2004 Bridge design - Part 2: Design loads
AS/NZS 3725:2007 cites AS 5100.7-2004 Bridge design - Part 7: Rating of existing bridges