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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:
Acceso en línea:Texto completo
Texto completo

MARC

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245 0 0 |a Buried flexible steel pipe :  |b design and structural analysis /  |c 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. 
260 |a Reston, VA :  |b American Society of Civil Engineers,  |c ©2009. 
300 |a 1 online resource (xvii, 201 pages) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
347 |a data file  |2 rda 
490 1 |a ASCE manuals and reports on engineering practice ;  |v no. 119 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record. 
505 0 |a 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 
505 8 |a 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 
505 8 |a 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 
505 8 |a 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 
505 8 |a 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 
520 1 |a "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 design concepts provided." "The goal of Buried Flexible Steel Pipe is to offer sound information on the structural design and analysis of buried steel pipe-for water and wastewater - consistent with the latest pipe/soil design concepts of the industry. In conjunction with the external design of the pipe/soil interaction, the manual addresses internal pressure design, vacuum and external fluid pressure analysis, and many other non-standard conditions pipe designers will likely encounter." "This manual will be valuable to students and professionals involved in pipe design and construction."--Jacket. 
590 |a Knovel  |b ACADEMIC - Civil Engineering & Construction Materials 
590 |a Knovel  |b ACADEMIC - Earth Sciences 
590 |a Knovel  |b ACADEMIC - Industrial Engineering & Operations Management 
590 |a Knovel  |b ACADEMIC - Oil & Gas Engineering 
650 0 |a Water-pipes. 
650 0 |a Underground pipelines. 
650 0 |a Pipe, Steel. 
650 0 |a Couplings, Flexible. 
650 6 |a Tuyaux d'eau. 
650 6 |a Pipelines souterrains. 
650 6 |a Tuyaux en acier. 
650 6 |a Accouplements flexibles. 
650 7 |a water mains.  |2 aat 
650 7 |a water pipes.  |2 aat 
650 7 |a TECHNOLOGY & ENGINEERING  |x Environmental  |x Water Supply.  |2 bisacsh 
650 7 |a Couplings, Flexible  |2 fast 
650 7 |a Pipe, Steel  |2 fast 
650 7 |a Underground pipelines  |2 fast 
650 7 |a Water-pipes  |2 fast 
700 1 |a Whidden, William R. 
710 2 |a American Society of Civil Engineers.  |b Task Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design. 
776 0 8 |i Print version:  |t Buried flexible steel pipe.  |d Reston, VA : American Society of Civil Engineers, ©2009  |w (DLC) 2009025043 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 119. 
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