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 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone