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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone