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 | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone