Centrifuge Modeling for Seismic Response of Fixed-End Model Piles Considering Local Scour

2020 ◽  
Vol 146 (6) ◽  
pp. 04020041 ◽  
Author(s):  
Bin Zhu ◽  
Xiaofeng Wu ◽  
Yubing Wang ◽  
Yunmin Chen
Keyword(s):  
Seismic Response ◽  
Local Scour ◽  
Centrifuge Modeling ◽  
Fixed End

scholarly journals Impacts of Fixed-End and Flexible Boundary Conditions on Seismic Response of Shallow Foundations on Saturated Sand in 1-g Shaking Table Tests

2021 ◽  
Vol 44 (6) ◽  
pp. 20200018
Author(s):  
Y. Jafarian ◽  
P. Esmaeilpour ◽  
S. Shojaeemehr ◽  
H. Taghavizade ◽  
S. Rouhi ◽  
...  
Keyword(s):  
Boundary Conditions ◽  
Seismic Response ◽  
Shallow Foundations ◽  
Shaking Table ◽  
Saturated Sand ◽  
Shaking Table Tests ◽  
Fixed End

Seismic response of canisters embedded in a repository analyzed through centrifuge modeling

2020 ◽  
Vol 277 ◽  
pp. 105803
Author(s):  
Wen-Yi Hung ◽  
Thien An Nguyen ◽  
Jia-Jun Hsu ◽  
Yuan-Chien Wu ◽  
Meng-Hsiu Hsieh
Keyword(s):  
Seismic Response ◽  
Centrifuge Modeling

Centrifuge modeling of seismic response of normally consolidated deep silt deposit

2014 ◽  
Vol 11 (1) ◽  
pp. 71-81 ◽  
Author(s):  
Jin-Tae Han ◽  
Taesik Kim ◽  
Wanjei Cho
Keyword(s):  
Seismic Response ◽  
Centrifuge Modeling

Centrifuge modeling of seismic response of layered soft clay

2007 ◽  
Vol 5 (4) ◽  
pp. 571-589 ◽  
Author(s):  
M. H. T. Rayhani ◽  
M. H. El Naggar
Keyword(s):  
Seismic Response ◽  
Soft Clay ◽  
Centrifuge Modeling

scholarly journals Seismic Response of Rock Slopes with the Anchor Cable in Centrifuge Modeling Tests

2020 ◽  
Vol 2020 ◽  
pp. 1-12
Author(s):  
Yong Nie ◽  
Yufei Zhao ◽  
Xiaogang Wang ◽  
Linhao Li ◽  
Hongtao Zhang
Keyword(s):  
Seismic Response ◽  
Rock Slope ◽  
Centrifuge Modeling ◽  
Amplification Coefficient ◽  
Rock Slopes ◽  
Acceleration Response ◽  
Structural Plane ◽  
Horizontal Acceleration ◽  
Anchor Cable ◽  
Acceleration Amplification

In order to study the seismic response of the rock slopes with the anchor cable, centrifuge modeling tests were performed on concrete slope models. Different seismic loadings were performed to investigate the horizontal acceleration response, the rock slope displacement, and the stress of anchor cables. The results show that the horizontal acceleration response is obviously amplified by a rock slope. Under the same conditions, the higher the seismic intensity is, the larger the acceleration amplification coefficient will be. Anchor cable can effectively reduce the acceleration amplification effect of the slope. For the slope with a structural plane, the anchor cable at the structural plane is stressed greatly during the seismic action, and the strength of anchor cables near the expected structural plane is important.

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