Effect of Different Reinforced Load Transfer Platforms on Geosynthetic-Reinforced Pile-Supported Embankment: Centrifuge Model Test

2021 ◽  
Author(s):  
Di Wu ◽  
Chen Luo ◽  
Zifeng Gao ◽  
Dan Li ◽  
Chao Xu
Keyword(s):  
Model Test ◽  
Load Transfer ◽  
Centrifuge Model Test ◽  
Centrifuge Model ◽  
Pile Supported Embankment

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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