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101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aBuried flexible steel pipe$b[electronic resource] $edesign and structural analysis /$fprepared 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
210   $aReston, VA $cAmerican Society of Civil Engineers$dc2009
215   $a1 online resource (220 p.)
225 1 $aASCE manuals and reports on engineering practice ;$vno. 119
300   $aDescription based upon print version of record.
311   $a0-7844-1058-5 
320   $aIncludes bibliographical references and index.
327   $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""
327   $a""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""
327   $a""4.21 Finite Element Analysis""""5 PIPEa???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 1a???Internal Pressure and Handling""; ""6.2 Case 1Aa???Ring Stability""; ""6.3 Case 1Ba???Ring Stability With Vacuum""; ""6.4 Case 1Ca???Ring Stability With Vacuum and Water Table Above Pipe""; ""6.5 Case 2Aa???Ring Stability at a Given Depth with Partial Vacuum""
327   $a""6.6 Case 2Ba???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 FORMULAa???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""
327   $a""APPENDIX E: THE STORY OF BURIED STEEL PIPES AND TANKS""""APPENDIX F: RING ANALYSIS""; ""APPENDIX G: IMPACT FACTORS IN SOIL""; ""GLOSSARY""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""H""; ""I""; ""L""; ""M""; ""P""; ""R""; ""S""; ""U""; ""BIBLIOGRAPHY""; ""INDEX""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""; ""J""; ""L""; ""M""; ""N""; ""P""; ""Q""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""; ""Y""; ""SI CONVERSION TABLE""
410  0$aASCE manuals and reports on engineering practice ;$vno. 119.
606   $aWater-pipes
606   $aUnderground pipelines
606   $aPipe, Steel
606   $aCouplings, Flexible
608   $aElectronic books.
615  0$aWater-pipes.
615  0$aUnderground pipelines.
615  0$aPipe, Steel.
615  0$aCouplings, Flexible.
676   $a628.1/5
701   $aWhidden$b William R$0970847
712 02$aAmerican Society of Civil Engineers.$bTask Committee on Buried Flexible (Steel) Pipe Load Stability Criteria & Design.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910458181203321
996   $aBuried flexible steel pipe$92206661
997   $aUNINA