Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 86
Page 72
... depth under the pipe in section C at a water depth of 35 m under mean environmental conditions , assuming the pipeline resting at the virgin bedline . From this , it can be desumed that scour induced free spans can develop to a maximum ...
... depth under the pipe in section C at a water depth of 35 m under mean environmental conditions , assuming the pipeline resting at the virgin bedline . From this , it can be desumed that scour induced free spans can develop to a maximum ...
Page 73
... depth under the bedline during a 1 year return period storm in section Cat a water depth of 35 m in case of : 0.1 0 0.5 1 1.5 2 2.5 3 35 x10-4 ( b ) - 1.6 End of Storm 1.4 650 $ 1.2 450 - an infinite layer of loose sediments encountered ...
... depth under the bedline during a 1 year return period storm in section Cat a water depth of 35 m in case of : 0.1 0 0.5 1 1.5 2 2.5 3 35 x10-4 ( b ) - 1.6 End of Storm 1.4 650 $ 1.2 450 - an infinite layer of loose sediments encountered ...
Page 173
... depth ; - imperfections in the calculation methods , and cases of under - augering of piles to the projected depth during construction . This is especially true for those parts of the pipeline which crosses streams , small rivers , lake ...
... depth ; - imperfections in the calculation methods , and cases of under - augering of piles to the projected depth during construction . This is especially true for those parts of the pipeline which crosses streams , small rivers , lake ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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