Buried flexible steel pipe [[electronic resource] ] : design and structural analysis / / prepared by the Task Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design of the Pipeline Division of the American Society of Civil Engineers ; edited by William R. Whidden

• Record Nr.: UNINA9910458181203321
• Pubbl/distr/stampa: Reston, VA, : American Society of Civil Engineers, c2009
• ISBN: 0-7844-7305-6
• Descrizione fisica: 1 online resource (220 p.)
• Collana: ASCE manuals and reports on engineering practice ; ; no. 119
• Altri autori (Persone): WhiddenWilliam R
• Disciplina: 628.1/5
• Soggetti: Water-pipes; Underground pipelines; Pipe, Steel; Couplings, Flexible; Electronic books.
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: Description based upon print version of record.
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: ""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 MECHANICS""""4.1 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 Analysis""""5 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 Collapse""""7 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 TANKS""""APPENDIX 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""