Supplement
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AS/NZS 2566.1 Supp1:1998
[Current]Buried flexible pipelines, Part 1: Structural design — Commentary (Supplement to AS/NZS 2566.1:1998)
Gives helpful background information to AS/NZS 2566.1 and emphasizes the need for field compaction of the embedment material to be consistent with assumptions on which the equations are based. Appendix B gives worked examples which illustrate the application of AS/NZS 2566.1 for the selection of an appropriate pipe material and class of pipe.
Published: 05/01/1998
Pages: 34
Table of contents
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Table of contents
Header
About this publication
PREFACE
C1 SCOPE AND GENERAL
INTRODUCTION
C1.1 SCOPE
C1.2 APPLICATION
C1.4 DEFINITIONS
REFERENCES
C2 PIPE MATERIALS—CHARACTERISTICS
C2.1 SCOPE OF SECTION
C2.2 RING-BENDING STIFFNESS
C2.2.1 Determination by calculation
C2.2.2 Determination by experimentation
C2.3 TYPICAL PROPERTIES
C3 EMBEDMENT CHARACTERISTICS
C3.1 SCOPE OF SECTION
C3.2 EMBEDMENT GEOMETRY
C3.2.1 Trench width
C3.3 MATERIALS AND COMPACTION
C3.3.1 Materials
C3.3.2 Compaction
C3.3.2.1 Placement
C3.3.2.2 Measurement
C3.4 SOIL MODULI
C3.4.1 Native soil modulus
C3.4.2 Embedment soil modulus
C3.4.3 Effective combined soil modulus
C4 DESIGN LOADS
C4.2 DESIGN LOADS
C4.2.1 Types
C4.2.2 Data
C4.3 DESIGN LOADS DUE TO TRENCH FILL AND EMBANKMENT FILL
C4.6 DESIGN LOADS DUE TO SUPERIMPOSED DEAD LOADS
C4.7 SUPERIMPOSED LIVE LOADS
C4.7.1 Aircraft and railways
C4.7.2 Road vehicles
C4.7.3 Construction and other equipment
C5 DESIGN
C5.1 DESIGN CRITERIA AND SCOPE
C5.2 DEFLECTION
C5.3 STRENGTH
C5.3.1 External loadings
C5.3.2 Internal pressure
C5.3.3 Combined loading
C5.4 BUCKLING
C5.5 OTHER CONSIDERATIONS
APPENDIX CA
APPENDIX CB
CB1 SCOPE
CB2 EXAMPLE 1
CB2.1 Problem
CB2.2 Calculation
CB3 EXAMPLE 2
CB3.1 Problem
CB3.2 Calculation
CB4 EXAMPLE 3
CB4.1 Problem
CB4.2 Calculation
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