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 604
... Pile Fig . 3 Soil system Pile Failure Mechanism No. 1 , Clay Soil in which Wp Fout u pint u ptip u Fout u : stip : : Ft Ft = Total weight of soil inside pile Water pressure on top of pile Water pressure , at net area of the tip of pile ...
... Pile Fig . 3 Soil system Pile Failure Mechanism No. 1 , Clay Soil in which Wp Fout u pint u ptip u Fout u : stip : : Ft Ft = Total weight of soil inside pile Water pressure on top of pile Water pressure , at net area of the tip of pile ...
Page 606
... pile Internal / outer area of pile : Soil plug height In comparison with the drained state , both of the values Te and Ti are changed by the vertical gradients in the soil inside and outside the pile . This procedure does not explain ...
... pile Internal / outer area of pile : Soil plug height In comparison with the drained state , both of the values Te and Ti are changed by the vertical gradients in the soil inside and outside the pile . This procedure does not explain ...
Page 614
... PILE B PILE A 75 FIGURE 8 - DRIVING LOG OF TEST I PILES PENETRATION ( M ) 10 20 280 30 40 50 60 BLOWS / METER 50 100 0 PILE CE PILE PF 50 100 PILE II PILE AN PENETRATION ( M ) O 15 30 CE - P 49.5M CE - P 52.5M CE - P 54.0M RESTART AFTER ...
... PILE B PILE A 75 FIGURE 8 - DRIVING LOG OF TEST I PILES PENETRATION ( M ) 10 20 280 30 40 50 60 BLOWS / METER 50 100 0 PILE CE PILE PF 50 100 PILE II PILE AN PENETRATION ( M ) O 15 30 CE - P 49.5M CE - P 52.5M CE - P 54.0M RESTART AFTER ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components 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 fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid 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