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PIPELINE DESIGN AND OPERATIONS
HelicallyLaid Pipeline Bundles
Natural Burial of Submarine Pipelines
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analysis application backing bending bottom buckling bundle calculated caused coefficient Conference considered crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments failure field Figure flaw flow forces function geometry given hardness heat horizontal hydrogen included increase indicated initial installation internal joint length lift force limit load lower material maximum means measured Mechanics metal method movement natural observed obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed shown shows simulation soil solution span specific steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone