Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 41
Page 101
... ground . This paper analyses the phenomena liable to cause major problems . First it examines the mechanisms by which surface loads are transmitted through the ground and secondly , the diffe- rential movements of the ground resulting ...
... ground . This paper analyses the phenomena liable to cause major problems . First it examines the mechanisms by which surface loads are transmitted through the ground and secondly , the diffe- rential movements of the ground resulting ...
Page 103
... ground consolidation occurs by the juxtaposition of two mechanisms when a surface load is applied to the ground : - elimination of air and water from the inters- tices ( primary consolidation ) , - compression and rearrangement of solid ...
... ground consolidation occurs by the juxtaposition of two mechanisms when a surface load is applied to the ground : - elimination of air and water from the inters- tices ( primary consolidation ) , - compression and rearrangement of solid ...
Page 135
... ground acceleration 4 6 8 ( b ) Normalized spectrum of ground displacements 10 ( rad./sec ) Fig.3 Spectra of Ground Motion Seismic waves are initiated by irregular slippage along faults followed by random refle- ctions , refractions and ...
... ground acceleration 4 6 8 ( b ) Normalized spectrum of ground displacements 10 ( rad./sec ) Fig.3 Spectra of Ground Motion Seismic waves are initiated by irregular slippage along faults followed by random refle- ctions , refractions and ...
Contents
OFFSHORE MECHANICS | 3 |
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
Copyright | |
22 other sections not shown
Other editions - View all
Common terms and phrases
analysis applied Arctic areas assumed axial bending bottom boundary calculated caused coefficient combined compared Conference considered corrosion crack cylinder depth determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow free span frequency function given ground hydrodynamic increase influence installation International layer leak detection length lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained Offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relative resistance response riser roughness sand scour seabed shown shows simulated soil solution steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding