Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 97
However , as new demands are placed on geotechnical practitioners where the present state - of - practice analytical techniques are inadequate , there is a gradual , and perhaps grudging , movement within the geotechnical community to ...
However , as new demands are placed on geotechnical practitioners where the present state - of - practice analytical techniques are inadequate , there is a gradual , and perhaps grudging , movement within the geotechnical community to ...
Page 98
HAZARD overview of geotechnical and other external load hazards acting on a pipeline ( Section 3 ) . A statement of the problem , leading to the application of probabilistic geotechnics , is presented in Section 4.
HAZARD overview of geotechnical and other external load hazards acting on a pipeline ( Section 3 ) . A statement of the problem , leading to the application of probabilistic geotechnics , is presented in Section 4.
Page 101
Clearly , the first step is to define the hazard . geotechnical hazards facing a pipeline project , this paper deals with but two : slope instability and the presence of discontinuous permafrost . These two hazards will be discussed in ...
Clearly , the first step is to define the hazard . geotechnical hazards facing a pipeline project , this paper deals with but two : slope instability and the presence of discontinuous permafrost . These two hazards will be discussed in ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld