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 623
The model proposed can provide general forms of the physical and mechanical properties . such as void ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model . seabed profiles can be ...
The model proposed can provide general forms of the physical and mechanical properties . such as void ratio , water content , density , overburdened effective pressure , undrained strength , etc. With the model . seabed profiles can be ...
Page 624
1 True and average void ratio systems for seabed . YsZ ( Gs - 1 ) Yw 2 S ( 1 ) p = 1 + ē 1 + ē 2 where Ys is the submerged unit weight of solids , Gs is the specific gravity of solids and γ w is the unit weight of water .
1 True and average void ratio systems for seabed . YsZ ( Gs - 1 ) Yw 2 S ( 1 ) p = 1 + ē 1 + ē 2 where Ys is the submerged unit weight of solids , Gs is the specific gravity of solids and γ w is the unit weight of water .
Page 692
5 CR AREA RATIO 2 CR AREA RATIO TCG ( m ) CR APEA RATIO RATIO RATO CR. KG ( n ) KG CONCLUSIONS I INTACT 183 From this study , the followig conclusions can be drawn : A DAMAGED 182 101 18 179 179 CR : 1.31 intact cond .
5 CR AREA RATIO 2 CR AREA RATIO TCG ( m ) CR APEA RATIO RATIO RATO CR. KG ( n ) KG CONCLUSIONS I INTACT 183 From this study , the followig conclusions can be drawn : A DAMAGED 182 101 18 179 179 CR : 1.31 intact cond .
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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