Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 195
ABSTRACT qu ม : yo In this paper , studies on nonlinear characteristics of piles under static , cyclic and dynamic lateral loadings through model and field testings and pile - soil interaction analyses are presented .
ABSTRACT qu ม : yo In this paper , studies on nonlinear characteristics of piles under static , cyclic and dynamic lateral loadings through model and field testings and pile - soil interaction analyses are presented .
Page 218
Fig.9 shows e - z relationships of sed imentary soil in terms of W. and Bj . Eig.9 shows that the higher the ... CONCLUDING REMARKS Based on an energy concept , the compression behaviour of sedimentary soils is discussed in the paper .
Fig.9 shows e - z relationships of sed imentary soil in terms of W. and Bj . Eig.9 shows that the higher the ... CONCLUDING REMARKS Based on an energy concept , the compression behaviour of sedimentary soils is discussed in the paper .
Page 329
The underconsolidated nature of the Main Pass soil also confirmed with field pore pressure measurements taken during the soil boring at the Main Pass site . The excess pore pressure measured was 2.4 ksf , which suggests that the soil at ...
The underconsolidated nature of the Main Pass soil also confirmed with field pore pressure measurements taken during the soil boring at the Main Pass site . The excess pore pressure measured was 2.4 ksf , which suggests that the soil at ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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Common terms and phrases
analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |