Centrifuge model test of vacuum consolidation on soft clay combined with embankment loading

2018 ◽  
pp. 1067-1072
Author(s):  
S. Shiraga ◽  
G. Hasegawa ◽  
Y. Sawamura ◽  
M. Kimura
Author(s):  
Y. S. Kim ◽  
K. O. Kim ◽  
Y. Cho ◽  
S. Bang ◽  
K. D. Jones

An analytical solution has been developed to estimate the inclined pullout capacity of an embedded suction anchor in clay seafloor. Validation has been made through comparisons with a limited number of centrifuge model test results. Results indicate that the inclined pullout capacity of an embedded suction anchor in clay decreases as the load inclination angle to the horizontal increases. As the point of the load application moves downward, the inclined pullout capacity increases, reaches its peak, and then starts to decrease.


2009 ◽  
Vol 24 ◽  
pp. 257-262
Author(s):  
Takashi HARA ◽  
Shinichiro TSUJI ◽  
Atsushi Yashima ◽  
Naoki TATTA

2009 ◽  
Vol 52 (7) ◽  
pp. 2138-2146 ◽  
Author(s):  
YanGuo Zhou ◽  
YunMin Chen ◽  
Yasuhiro Shamoto ◽  
Hiroyuki Hotta

Author(s):  
K. Kirupakaran ◽  
A. B. Cerato ◽  
C. Liu ◽  
G. A. Miller ◽  
K. K. Muraleetharan ◽  
...  

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