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TROLL PIPELINE PROJECT
VOLUME 1B OFFSHORE TECHNOLOGY
DEEP WATER PIPELINING
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addition allowable analysis applied approach assessment axial bending buckling calculated carried caused completed configuration considered construction corrosion critical crossing curve defects depth detailed determined diameter displacement dynamic effect Engineering evaluation factor failure field Figure flow force friction function given gravel impact increase initial installation interaction internal intervention Italy lateral laying length limit load mass material maximum measurements Mechanics meter method movement occur offshore operation parameters performed phase pipe pipelay pipeline position possible presented pressure probability pull-in reduce reference resistance respect rock route safety seabed selected shown shows slope soil span spool stability steel strain strength stress structural surface survey Table Technology temperature tension thickness Troll tunnel vessel volume wall weight welding