Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 149
ABSTRACT on Su Full scale pipe - soil interaction tests have been conducted for a pipe section lying sand and clay soils . The pipe section has been subjected to forces simulating hydrodynamic loads due to combined irregular waves and ...
ABSTRACT on Su Full scale pipe - soil interaction tests have been conducted for a pipe section lying sand and clay soils . The pipe section has been subjected to forces simulating hydrodynamic loads due to combined irregular waves and ...
Page 150
Ya Y : Dry unit weight of soil : Buoyant unit weight of soil : Water density : Soil density le + Y ' / g ) 1 es ... for sandy soils , ( Lambrakos et al . , 1987 , Sotberg et al . , 1988 ) , and is sensitive to the reset criterion .
Ya Y : Dry unit weight of soil : Buoyant unit weight of soil : Water density : Soil density le + Y ' / g ) 1 es ... for sandy soils , ( Lambrakos et al . , 1987 , Sotberg et al . , 1988 ) , and is sensitive to the reset criterion .
Page 244
water penetration atmospheric studies atmospheric studies soil mapping snow cover water penetration sea ice features chlorophyll soil , rock / vegetation discrimination maximum soil contrasts man - made patterns land use transportation ...
water penetration atmospheric studies atmospheric studies soil mapping snow cover water penetration sea ice features chlorophyll soil , rock / vegetation discrimination maximum soil contrasts man - made patterns land use transportation ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone