Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 242
This is also the case for the drilling shafts , which cannot be drained during platform operations . All Condeeps built since 1978 have been equipped with pipe systems , the sole purpose of which is utilization during platform removal .
This is also the case for the drilling shafts , which cannot be drained during platform operations . All Condeeps built since 1978 have been equipped with pipe systems , the sole purpose of which is utilization during platform removal .
Page 242
This is also the case for the drilling shafts , which cannot be drained during platform operations . All Condeeps built since 1978 have been equipped with pipe systems , the sole purpose of which is utilization during platform removal .
This is also the case for the drilling shafts , which cannot be drained during platform operations . All Condeeps built since 1978 have been equipped with pipe systems , the sole purpose of which is utilization during platform removal .
Page 244
The stability shall be checked for the condition that all underbase grout initially adheres to the platform but drops off after the planned draught has been obtained . When the grout has dropped off , the platform will rise to a new ...
The stability shall be checked for the condition that all underbase grout initially adheres to the platform but drops off after the planned draught has been obtained . When the grout has dropped off , the platform will rise to a new ...
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Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production range reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight