Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 623
... ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model ... ratio are used . Figure 1 ( a ) shows an element of sediments at depth z . The void ratio of the element is defined as the ...
... ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model ... ratio are used . Figure 1 ( a ) shows an element of sediments at depth z . The void ratio of the element is defined as the ...
Page 625
... ratio is an void ratio of the upper sediments with a thickness of about eight centimeters [ 3 ] . as shown in Fig . 2. This surface average void ratio is insensitive to the thickness within the range between about 5 to 20 centimeters ...
... ratio is an void ratio of the upper sediments with a thickness of about eight centimeters [ 3 ] . as shown in Fig . 2. This surface average void ratio is insensitive to the thickness within the range between about 5 to 20 centimeters ...
Page 693
CR APEA RATIO CR AREA RATIO TCG ( m ) CR AREA RATIO CR AREA RATIO CR AREA RATIO 1991 OMAE - Volume I - B , Offshore Technology. 0.00 -001 -0.02- -0.03 -0.04 -0.05- -0.06 INCLINATION 0 ° -0.07 5o -0.08 - 10 ° -009- 15 ° -0.10- 20 ° -0 11 ...
CR APEA RATIO CR AREA RATIO TCG ( m ) CR AREA RATIO CR AREA RATIO CR AREA RATIO 1991 OMAE - Volume I - B , Offshore Technology. 0.00 -001 -0.02- -0.03 -0.04 -0.05- -0.06 INCLINATION 0 ° -0.07 5o -0.08 - 10 ° -009- 15 ° -0.10- 20 ° -0 11 ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial behaviour bending stiffness cable calculated Campos Basin catenary coefficient components coordinate curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe flexible riser fluid free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lifeboat lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures Offshore Technology ASME OMAE operation oscillation parameters phase pile platform pressure ratio rotation seabed shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth