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AS 4060-1992
[Current]Loads on buried vitrified clay pipes
Specifies methods for calculating the working loads, resulting from overlaying material and superimposed dead and live loads, which act on buried vitrified clay pipelines. From these values, a design crushing load can be calculated for use in selecting an appropriate crushing strength class of pipes and fittings complying with AS 1741, Vitrified clay pipes and fittings with flexible joints - Sewer quality.
Published: 16/11/1992
Pages: 24
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
PREFACE
1 SCOPE
2 APPLICATION
3 REFERENCED DOCUMENTS
4 DEFINITIONS
5 NOTATION
6 WORKING LOADS
6.1 Types
6.2 Data
6.3 Working loads due to trench fill, embankment fill or in-situ material
6.3.1 General
6.3.2 Narrow trench condition
6.3.3 Wide trench or embankment condition (positive projection)
6.3.4 Embankment condition (negative projection)
6.3.5 Settlement ratio
6.3.6 Projection ratio
6.3.7 Multiple pipes
6.3.8 Jacked or bored pipes
6.4 Working loads due to superimposed dead loads
6.5 Working loads due to superimposed live loads
6.5.1 General
6.5.2 Superimposed live loads
7 INTERNAL WATER LOADS
8 COMPACTION
8.1 Degree of compaction
8.2 Measure of compaction
9 SUPPORT TYPES AND BEDDING FACTORS
9.1 Support types
9.1.1 General
9.1.2 Joint holes
9.1.3 Granular or concrete
9.1.4 Non-granular
9.2 Bedding factors
9.2.1 Granular or concrete
9.2.2 Non-granular
9.2.3 Jacked or bored pipes
10 DESIGN CRUSHING LOAD
11 SELECTION OF CRUSHING STRENGTH CLASS
APPENDIX A
A1 SCOPE
A2 COMPACTION
A3 SUPPORT TYPES AND BEDDING FACTORS
A3.1 Support types
A3.1.1 General
A3.1.2 Joint holes
A3.1.3 Type U support (see Figure A1)
A3.1.4 Type H1 and Type H2 support (see Figure A2)
A3.1.5 Type HS1 and Type HS2 support (see Figure A3)
A3.2 Bedding factors
A3.2.1 Values
A3.2.2 Reduction of values
APPENDIX B
B1 SCOPE
Cited references in this standard
[Superseded]
Methods of testing soil for engineering purposes, Part E6.1: Soil compaction and density tests — Compaction control test — Density index method for a cohesionless material
[Superseded]
Methods of testing soil for engineering purposes, Part C6.1: Soil classification tests — Determination of the particle size distribution of a soil — Standard method of analysis by sieving
[Superseded]
Methods of testing soil for engineering purposes, Part E1.1: Soil compaction and density tests — Determination of the dry density/moisture content relation of a soil using standard compaction — Standard method
Content history
[Current]
[Withdrawn]
AS 4060-1992 REC:2018
DR 91171
[Superseded]
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