Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 123
... wall was given by Prof. N.K.Snitko . However , in most papers soil pressure during seismic impact was estimated having in mind that retaining wall is stable . KEY WORDS : Retaining wall , seismic impact , design , soil pressure ...
... wall was given by Prof. N.K.Snitko . However , in most papers soil pressure during seismic impact was estimated having in mind that retaining wall is stable . KEY WORDS : Retaining wall , seismic impact , design , soil pressure ...
Page 124
... wall is ( to some extend ) an apparent assumption . However , it is known that the pressure will remain the same along vertical axis of the wall ( with exception of its top ) in a homogeneous soil . The value of seismic P applies fully ...
... wall is ( to some extend ) an apparent assumption . However , it is known that the pressure will remain the same along vertical axis of the wall ( with exception of its top ) in a homogeneous soil . The value of seismic P applies fully ...
Page 291
... wall thickness . As a company we therefore believe that both services should be provided in order to give a choice . With regard to offshore installations it can in general be said that offshore pipelines are designed with larger wall ...
... wall thickness . As a company we therefore believe that both services should be provided in order to give a choice . With regard to offshore installations it can in general be said that offshore pipelines are designed with larger wall ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone