Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 136
... construction lasted approximately 14 weeks and was completed slightly ahead of schedule . DESIGN AND CONSTRUCTION Major Design and Environmental Considerations Very soft marine clays underlying the Serpentine Flats posed construction ...
... construction lasted approximately 14 weeks and was completed slightly ahead of schedule . DESIGN AND CONSTRUCTION Major Design and Environmental Considerations Very soft marine clays underlying the Serpentine Flats posed construction ...
Page 137
... construction . The slope of the ditch wall at the three test trenches in the Serpentine Flats was varied to give some idea of the stability of the ditch wall during construction . Three ditch wall slopes were examined , 0.75H : 1V , 1H ...
... construction . The slope of the ditch wall at the three test trenches in the Serpentine Flats was varied to give some idea of the stability of the ditch wall during construction . Three ditch wall slopes were examined , 0.75H : 1V , 1H ...
Page 391
... construction time are reflected in the capital cost estimate used in the economic evaluation . · · Some engineering considerations commonly used are : Operating flexibility · → It should satisfy all expected operating conditions . The ...
... construction time are reflected in the capital cost estimate used in the economic evaluation . · · Some engineering considerations commonly used are : Operating flexibility · → It should satisfy all expected operating conditions . The ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone