Centrifuge model test for bearing capacity evaluation of hybrid suction foundation on clay under vertical and horizontal loads

2015 ◽  
pp. 289-294 ◽  
Author(s):  
J Kim ◽  
S Kim ◽  
D Kim ◽  
K Lee ◽  
J Youn ◽  
...  
Keyword(s):  
Bearing Capacity ◽  
Model Test ◽  
Centrifuge Model Test ◽  
Centrifuge Model ◽  
Capacity Evaluation

scholarly journals Bearing capacity of hybrid suction foundation on sand with loading direction via centrifuge model test

2016 ◽  
Vol 2 (37) ◽  
pp. 1339-1342 ◽  
Author(s):  
Jae Hyun Kim ◽  
Surin Kim ◽  
Dong Soo Kim ◽  
Jun Ung Youn ◽  
Dong Joon Kim ◽  
...  
Keyword(s):  
Bearing Capacity ◽  
Model Test ◽  
Centrifuge Model Test ◽  
Centrifuge Model ◽  
Loading Direction

Inclined Loading Capacity of Embedded Suction Anchors in Clay

2009 ◽  
Author(s):  
Y. S. Kim ◽  
K. O. Kim ◽  
Y. Cho ◽  
S. Bang ◽  
K. D. Jones
Keyword(s):  
Analytical Solution ◽  
Model Test ◽  
Inclination Angle ◽  
Load Application ◽  
Centrifuge Model Test ◽  
Loading Capacity ◽  
Test Results ◽  
Pullout Capacity ◽  
Centrifuge Model ◽  
Inclined Loading

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.

scholarly journals DYNAMIC CENTRIFUGE MODEL TEST ON PILED GEO-WALL

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