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

Author(s):  
Di Wu ◽  
Chen Luo ◽  
Zifeng Gao ◽  
Dan Li ◽  
Chao Xu
2020 ◽  
Vol 57 (3) ◽  
pp. 244-251
Author(s):  
Suyang Feng ◽  
Riqing Xu ◽  
Kang Cheng ◽  
Jianlin Yu ◽  
Qijun Jia

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.


1993 ◽  
pp. 127-134
Author(s):  
Naotoshi TAKADA ◽  
Akihiko OSHIMA ◽  
Atsushi WATANABE ◽  
Michiharu IKEDA

2018 ◽  
Vol 18 (11) ◽  
pp. 04018144 ◽  
Author(s):  
Yiying Zhao ◽  
Ga Zhang ◽  
Daisong Hu ◽  
Yuzhen Han

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

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