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
... 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 ( ~ 0 for ...
... 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 ( ~ 0 for ...
Page 607
... soil interaction can be modelled by the computer program ROSOIL [ ROSAP , 1990 ] . The shape of the curves is fully described by : [ Clausen et al . 1982 ] ... Soil AXIAL SOIL - STRUCTURE INTERACTION CURVES Skin friction IT COMPRESSION 607.
... soil interaction can be modelled by the computer program ROSOIL [ ROSAP , 1990 ] . The shape of the curves is fully described by : [ Clausen et al . 1982 ] ... Soil AXIAL SOIL - STRUCTURE INTERACTION CURVES Skin friction IT COMPRESSION 607.
Page 618
... soil soil unit weight submerged , respectively also corrected for vertical seepage forces total horizontal stress on inside of pile tip , positive as compression " lim ' lower bound on h 1. INTRODUCTION This paper is a side issue from ...
... soil soil unit weight submerged , respectively also corrected for vertical seepage forces total horizontal stress on inside of pile tip , positive as compression " lim ' lower bound on h 1. INTRODUCTION This paper is a side issue from ...
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 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