Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 5American Society of Mechanical Engineers, 1992 - Arctic regions |
From inside the book
Results 1-3 of 74
Page 339
In the modelling of such soil - pipeline interaction problems adequate consideration should be given to the various ... The modelling of the problem takes into consideration the creep behaviour of the soil in the frozen regions and the ...
In the modelling of such soil - pipeline interaction problems adequate consideration should be given to the various ... The modelling of the problem takes into consideration the creep behaviour of the soil in the frozen regions and the ...
Page 350
Consider for example the problem of the soil - pipeline interaction problem at a discontinuous frost heave zone , which can be induced by the freezing action of a frost susceptible soil immediately surrounding a chilled gas pipeline ...
Consider for example the problem of the soil - pipeline interaction problem at a discontinuous frost heave zone , which can be induced by the freezing action of a frost susceptible soil immediately surrounding a chilled gas pipeline ...
Page 376
The paper presents a simple technique for addressing some of these problems . ... which will be called the lift - off point , is determined by the solution of a preliminary problem which consists of a semi - infinite length of pipe for ...
The paper presents a simple technique for addressing some of these problems . ... which will be called the lift - off point , is determined by the solution of a preliminary problem which consists of a semi - infinite length of pipe for ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
MEASUREMENT AND METERING | 1 |
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
Copyright | |
14 other sections not shown
Other editions - View all
Common terms and phrases
actual allowable analysis applied Arctic assessment associated assumed axial bending calculated coefficient considered construction corrosion crack criteria damage defined dependent depth detection determine developed diameter discharge displacement distribution effect element Engineering equation equipment estimated evaluation example factor failure fatigue field Figure flow force fracture frequency function geometry given increase indicated initial installation internal leak length lift force limit load material maximum mean measured Mechanics meter methods obtained occurs offshore operating orifice parameters performed pipe pipeline practice predicted presented pressure probability problem procedure range ratio reduced reference reliability response safety shown shows simulation soil solution span specific standards steel strain strength stress structural Table Technology temperature thickness tube bundle velocity vibration wall weld yield