Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 475
Durand and Monkmeyer ( 1980 ) presented an analytical solution under the assumption of incompressible pore water and soil skeleton.Qiu and Zhuang ( 1985 ) gave some results of upliiting wave force and moment acting on the base of a ...
Durand and Monkmeyer ( 1980 ) presented an analytical solution under the assumption of incompressible pore water and soil skeleton.Qiu and Zhuang ( 1985 ) gave some results of upliiting wave force and moment acting on the base of a ...
Page 604
1 CLAY F1 Total weight of soil inside pile Out int pout : Water pressure on top of pile u TO ftip : u Water pressure , at net area of the tip of pile ( ~ o for full scale pile ) tip tip T : Skin friction on outside of pile Pile Soil ...
1 CLAY F1 Total weight of soil inside pile Out int pout : Water pressure on top of pile u TO ftip : u Water pressure , at net area of the tip of pile ( ~ o for full scale pile ) tip tip T : Skin friction on outside of pile Pile Soil ...
Page 618
WE effective ( submerged ) weight of pile including soil contents a . ratio of skin adhesion to undrained shear strength It is emphasized that the results presented in this paper are based on a method of analysis which the author shall ...
WE effective ( submerged ) weight of pile including soil contents a . ratio of skin adhesion to undrained shear strength It is emphasized that the results presented in this paper are based on a method of analysis which the author shall ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces