Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 623
In this series of tests , the dead weight of the pile is used to install the piles to the
desired penetration . This is achieved by placing additional weight on the pile
head to overcome the soil resistance , and by venting the water inside the pile to
...
In this series of tests , the dead weight of the pile is used to install the piles to the
desired penetration . This is achieved by placing additional weight on the pile
head to overcome the soil resistance , and by venting the water inside the pile to
...
Page 658
At this condition , the jacket should be able to withstand the wave , wind and
current forces without being overturned . Load bearing capacity of piles are
primarily contributed by end bearing and skin friction between pile and soil
surrounding ...
At this condition , the jacket should be able to withstand the wave , wind and
current forces without being overturned . Load bearing capacity of piles are
primarily contributed by end bearing and skin friction between pile and soil
surrounding ...
Page 836
Hydraulic hammers MHU 500 , MHU 600 and MHU 800 were used to drive the
piles . MHU 500 was used for the initial stage and MHU 600 & 800 were used
during the final pile driving operations . COMMENTS All are similar .
Hydraulic hammers MHU 500 , MHU 600 and MHU 800 were used to drive the
piles . MHU 500 was used for the initial stage and MHU 600 & 800 were used
during the final pile driving operations . COMMENTS All are similar .
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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Common terms and phrases
added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2004 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791837432, 9780791837436 |
| Export Citation | BiBTeX EndNote RefMan |