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AS/NZS 2566.1:1998

[Current]

Buried flexible pipelines, Part 1: Structural design

Specifies a practice for the structural design of buried flexible pipelines which rely upon side support to resist vertical loads. The practice applies 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.
Published: 05/01/1998
Pages: 30
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
PREFACE
1 SCOPE AND GENERAL
1.1 SCOPE
1.2 APPLICATION
1.3 REFERENCED DOCUMENTS
1.4 DEFINITIONS
1.5 NOTATION
2 PIPE MATERIALS — CHARACTERISTICS
2.1 SCOPE OF SECTION
2.2 RING-BENDING STIFFNESS
2.2.1 Determination by calculation
2.2.1.1 General
2.2.1.2 Plain wall pipes
2.2.1.3 Structured wall pipes
2.2.1.4 Composite pipes
2.2.2 Determination by experimentation
2.2.3 Relationship between short and long-term stiffness
2.3 TYPICAL PROPERTIES
2.3.1 General
2.3.2 Metallic pipes
2.3.3 Thermoplastic pipes
2.3.4 GRP pipes
3 EMBEDMENT CHARACTERISTICS
3.1 SCOPE OF SECTION
3.2 EMBEDMENT GEOMETRY
3.2.1 Embedment width
3.2.2 Bedding and overlay
3.2.3 Foundation
3.2.4 Support systems
3.2.5 Minimum cover
3.3 EMBEDMENT—MATERIALS AND COMPACTION
3.3.1 Materials
3.3.2 Compaction
3.3.2.1 Placement
3.3.2.2 Measurement
3.4 SOIL MODULI
3.4.1 Native soil modulus
3.4.2 Embedment soil modulus
3.4.3 Effective combined soil modulus
4 DESIGN LOADS
4.1 SCOPE OF SECTION
4.2 DESIGN LOADS
4.2.1 Types
4.2.2 Data
4.3 DESIGN LOADS DUE TO TRENCH FILL AND EMBANKMENT FILL
4.4 EXTERNAL HYDROSTATIC LOADS
4.5 INTERNAL PRESSURE
4.6 DESIGN LOADS DUE TO SUPERIM POSED DEAD LOADS
4.7 SUPERIMPOSED LIVE LOADS
4.7.1 Aircraft and railways
4.7.2 Road vehicles
4.7.3 Construction and other equipment
5 DESIGN
5.1 DESIGN CRITERIA AND SCOPE
5.1.1 General
5.1.2 Long-term design basis
5.2 DEFLECTION
5.3 STRENGTH
5.3.1 External loadings
5.3.2 Internal pressure
5.3.3 Combined loading
5.4 BUCKLING
5.5 OTHER CONSIDERATIONS
APPENDIX A
APPENDIX B
APPENDIX C
C1 SCOPE
C2 MAXIMUM PARTICLE SIZE
C3 GRADING LIMITS
Amendment control sheet
Cited references in this standard
AS 3572
Plastics—Glass filament reinforced plastics (GRP)—Methods of test
[Current]
Aggregates and rock for engineering purposes, Part 1: Concrete aggregates
AS 3518
Acrylonitrile butadiene styrene (ABS) pipes and fittings for pressure applications
[Current]
Plastics piping systems — Glass reinforced thermoplastics (GRP) systems based on unsaturated polyester (UP) resin, Part 2: Pressure and non-pressure water supply (ISO 10639:2004, MOD)
[Superseded]
Long-span corrugated steel structures, Part 2: Design and installation
Content history
[Superseded]
DR 94114
AS/NZS 2566.1 SUPP 1:1998
$113.50
AUD
Inclusive of GST
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