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 120
... shown in Fig . 10 and the corresponding curvature distributions are shown in Fig . 11 . 10 8 ( in ) -10 critical segment in the stable zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing ...
... shown in Fig . 10 and the corresponding curvature distributions are shown in Fig . 11 . 10 8 ( in ) -10 critical segment in the stable zone -20 critical segment in the settlement zone BSA02 BSA50 -30 NOM At Settlement of 31 " bearing ...
Page 158
... shown in Figure 1. The attraction for an analytical solution based on a pipe embedded in an elastic - perfectly plastic soil is the flexibility of the solutions for wider applications . The resulting solutions depend on the total soil ...
... shown in Figure 1. The attraction for an analytical solution based on a pipe embedded in an elastic - perfectly plastic soil is the flexibility of the solutions for wider applications . The resulting solutions depend on the total soil ...
Page 459
... shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . Based on this data set , an annual maximum time series of the wind speed ...
... shown in Table 3 for both wind speed and wave height . The data coverage in each year is shown in Table 4. Average data coverage during the 9 year period is 73 % . Based on this data set , an annual maximum time series of the wind speed ...
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