Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 230
... strain collapse and low strain shear mechanism is important when considering such sensitive , soft marine clays . Interpretation of low strain ( < 10-2 % ) data obtained using some laboratory and in - situ methods can be complicated ...
... strain collapse and low strain shear mechanism is important when considering such sensitive , soft marine clays . Interpretation of low strain ( < 10-2 % ) data obtained using some laboratory and in - situ methods can be complicated ...
Page 231
... strain ( 12,21 ) . As indicated by the amplitude of the strains measured , the material responded with relatively large deformations to the applied excitation force in the resonant column . This was mainly due to the soft nature of the ...
... strain ( 12,21 ) . As indicated by the amplitude of the strains measured , the material responded with relatively large deformations to the applied excitation force in the resonant column . This was mainly due to the soft nature of the ...
Page 234
... strain rate difference between the two modes of testing ( 32 ) . The variation between static and dynamic shear behavior of clays is also due to strain rate effects as shown by other investigators in the past ( 38,39 ) . Figure 7a ...
... strain rate difference between the two modes of testing ( 32 ) . The variation between static and dynamic shear behavior of clays is also due to strain rate effects as shown by other investigators in the past ( 38,39 ) . Figure 7a ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire