Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 72
... ( shear strength , shear modulus , damping ) of the sea floor soils . The remainder of this paper will focus on Km . The SWBI analytical model couples the wave and sea bottom interactions . The water column is ... shear modulus , Gs is 72.
... ( shear strength , shear modulus , damping ) of the sea floor soils . The remainder of this paper will focus on Km . The SWBI analytical model couples the wave and sea bottom interactions . The water column is ... shear modulus , Gs is 72.
Page 73
where Gm is the initial shear modulus , Gs is the shear modulus at a shear strain of Y. The values of Gm , Gs and Mu are given by : M. = GM = R , Su G , G..T 2π = a G E 1 + RY · 0.12 · L · ( 1+ R2y ) ( 17 ) ( 18 ) ( 19 ) Ra is an ...
where Gm is the initial shear modulus , Gs is the shear modulus at a shear strain of Y. The values of Gm , Gs and Mu are given by : M. = GM = R , Su G , G..T 2π = a G E 1 + RY · 0.12 · L · ( 1+ R2y ) ( 17 ) ( 18 ) ( 19 ) Ra is an ...
Page 74
attenuation . At cyclic shear strains of 0.1 % , the shear modulus decreases to 40 % to 75 % of the initial or maximum shear modulus . 200 150 100 Soll Undrained Shear Strength ( KPa ) 50 50 20 40 60 Abkatun - 4 Pol - 79 80 100 ...
attenuation . At cyclic shear strains of 0.1 % , the shear modulus decreases to 40 % to 75 % of the initial or maximum shear modulus . 200 150 100 Soll Undrained Shear Strength ( KPa ) 50 50 20 40 60 Abkatun - 4 Pol - 79 80 100 ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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