Buried flexible steel pipe : design and structural analysis /

"This manual provides appropriate analytical concepts to address the principles of buried steel pipe design and attempts to correct misusage of the 1958 Modified Iowa Formula. The most current work of Dr. Reynold K. Watkins and others is presented in this book to develop the external loading de...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: American Society of Civil Engineers. Task Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design
Otros Autores: Whidden, William R.
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston, VA : American Society of Civil Engineers, ©2009.
Colección:ASCE manuals and reports on engineering practice ; no. 119.
Temas:
Water-pipes.
Underground pipelines.
Pipe, Steel.
Couplings, Flexible.
Tuyaux d'eau.
Pipelines souterrains.
Tuyaux en acier.
Accouplements flexibles.
water mains.
water pipes.
TECHNOLOGY & ENGINEERING > Environmental > Water Supply.
Couplings, Flexible
Pipe, Steel
Underground pipelines
Water-pipes
Acceso en línea:Texto completo
Texto completo
Tabla de Contenidos:
  • 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
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  • d
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  • f
  • h
  • i
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  • m
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  • r
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  • u
  • bibliography
  • index
  • a
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  • d
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  • f
  • g
  • h
  • i
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  • m
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  • si conversion table

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