Buried flexible steel pipe : design and structural analysis

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Bibliographic Details
Corporate Author American Society of Civil Engineers. Task Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design
Other Authors Whidden, William R.
Format Electronic eBook
LanguageEnglish
Published Reston, VA : American Society of Civil Engineers, ©2009.
SeriesASCE manuals and reports on engineering practice ; no. 119.
Subjects
Water-pipes.
Underground pipelines.
Pipe, Steel.
Couplings, Flexible.
elektronické knihy
electronic books
Online AccessFull text
Full text
ISBN9780784473054
0784473056
9780784410585
0784410585
Physical Description1 online resource (xvii, 201 pages) : illustrations

Cover

Table of Contents:
  • CONTENTS
  • 1 HISTORY OF BURIED STEEL PIPE
  • 1.1 The Ancient World
  • 1.2 The History of Iron and Steel Pipes
  • 1.3 The Pioneers in Pipe Design
  • 1.4 Contributors to Design
  • 2 NOMENCLATURE, CONSTANTS, AND TERMINOLOGY
  • 2.1 Nomenclature
  • 2.2 Constants
  • 2.3 Terminology
  • 3 PIPE MECHANICS
  • 3.1 Introduction
  • 3.2 Internal Pressure Design
  • 3.3 Minimum Thickness for Handling
  • 3.4 Ring Stiffness
  • 3.5 Ring Compression
  • 3.6 Performance Limits of Cement Mortar Linings and Cement Mortar Coatings
  • 3.7 Ring Deflection
  • 3.8 Yield Stress
  • 4 SOIL MECHANICS4.1 Introduction
  • 4.2 Notation
  • 4.3 Soil Conduit
  • 4.4 Flaws In Applying Elastic Theories to Soil
  • 4.5 Unit Weights of Soil
  • 4.6 Vertical Soil Pressures (Stresses)
  • 4.7 Soil Strength
  • 4.8 Soil Slip
  • 4.9 Soil Particle Size and Gradation
  • 4.10 Soil Friction Angle
  • 4.11 Passive Resistance
  • 4.12 Cohesion in Soil
  • 4.13 Soil Compression
  • 4.14 Embedment
  • 4.15 Select Fill
  • 4.16 Liquefaction
  • 4.17 Quick Condition
  • 4.18 Soil Movement
  • 4.19 Earthquakes
  • 4.20 Soil Specifications
  • 4.21 Finite Element Analysis5 PIPEâ€?SOIL INTERACTION
  • 5.1 Introduction
  • 5.2 Ring Deflection
  • 5.3 Relative Effect of Pipe and Soil on Ring Deflection
  • 5.4 Hydrostatic Collapse in a Fluid Environment
  • 5.5 Ring Deformation Failure of Buried Flexible Pipe
  • 5.6 Minimum Cover
  • 6 DESIGN ANALYSIS
  • 6.1 Case 1â€?Internal Pressure and Handling
  • 6.2 Case 1Aâ€?Ring Stability
  • 6.3 Case 1Bâ€?Ring Stability With Vacuum
  • 6.4 Case 1Câ€?Ring Stability With Vacuum and Water Table Above Pipe
  • 6.5 Case 2Aâ€?Ring Stability at a Given Depth with Partial Vacuum
  • 6.6 Case 2Bâ€?Pipe Stiffness to Prevent Collapse7 SPECIAL CONSIDERATIONS
  • 7.1 Introduction
  • 7.2 Parallel Pipes in a Common Trench
  • 7.3 Parallel Trenches
  • 7.4 Trenches in Poor Soil
  • 7.5 Flowable Fill
  • 7.6 Longitudinal Forces
  • 7.7 Buried Pipe on Bents
  • 7.8 Seismic Considerations
  • 7.9 Encased Pipe
  • References
  • APPENDIX A: THE IOWA FORMULAâ€?WHAT IT IS AND IS NOT
  • APPENDIX B: SOIL SLIP ANALYSIS
  • APPENDIX C: FINITE ELEMENT DESIGN EXAMPLE TRENCH PARALLEL TO A BURIED PIPE
  • APPENDIX D: EXTERNAL FLUID PRESSURE
  • Appendix e: the story of buried steel pipes and tanksappendix f: ring analysis
  • appendix g: impact factors in soil
  • glossary
  • a
  • b
  • c
  • d
  • e
  • f
  • h
  • i
  • l
  • m
  • p
  • r
  • s
  • u
  • bibliography
  • index
  • a
  • b
  • c
  • d
  • e
  • f
  • g
  • h
  • i
  • j
  • l
  • m
  • n
  • p
  • q
  • r
  • s
  • t
  • u
  • v
  • w
  • y
  • si conversion table

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