Earthquake loading response of a slope with an inclined weak intercalated layer using centrifuge modeling

2018 ◽  
Vol 78 (6) ◽  
pp. 4439-4450 ◽  
Author(s):  
Kongming Yan ◽  
Jianjing Zhang ◽  
Qiangong Cheng ◽  
Jinbiao Wu ◽  
Zhijia Wang ◽  
...  
Keyword(s):  
Centrifuge Modeling ◽  
Earthquake Loading ◽  
Weak Intercalated Layer

Centrifuge modeling of offshore wind foundations under earthquake loading

2015 ◽  
Vol 77 ◽  
pp. 402-415 ◽  
Author(s):  
Hao Yu ◽  
Xiangwu Zeng ◽  
Bo Li ◽  
Jijian Lian
Keyword(s):  
Centrifuge Modeling ◽  
Offshore Wind ◽  
Earthquake Loading

Centrifuge modeling of a dry sandy slope response to earthquake loading

2008 ◽  
Vol 6 (3) ◽  
pp. 447-461 ◽  
Author(s):  
Yuzhen Yu ◽  
Lijun Deng ◽  
Xun Sun ◽  
He Lu
Keyword(s):  
Centrifuge Modeling ◽  
Earthquake Loading ◽  
Sandy Slope

Behavior of Large Panel Precast Coupled Wall Systems Subjected to Earthquake Loading

PCI Journal ◽  
1988 ◽  
Vol 33 (5) ◽  
pp. 124-153 ◽  
Author(s):  
Andrew Scanlon ◽  
M. Reza Kianoush
Keyword(s):  
Earthquake Loading ◽  
Coupled Wall ◽  
Large Panel ◽  
Coupled Wall Systems

Centrifuge Modeling on Seismic Behavior of Pile in Liquefiable Soil Ground

2013 ◽  
Vol 479-480 ◽  
pp. 1139-1143
Author(s):  
Wen Yi Hung ◽  
Chung Jung Lee ◽  
Wen Ya Chung ◽  
Chen Hui Tsai ◽  
Ting Chen ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Soil Structure ◽  
Lateral Displacement ◽  
Bending Moment ◽  
Soil Liquefaction ◽  
Centrifuge Modeling ◽  
Shaking Table ◽  
Pile Head ◽  
Liquefiable Soil ◽  
Tip Mass

Dramatic failure of pile foundations caused by the soil liquefaction was founded leading to many studies for investigating the seismic behavior of pile. The failures were often accompanied with settlement, lateral displacement and tilting of superstructures. Therefore soil-structure interaction effects must be properly considered in the pile design. Two tests by using the centrifuge shaking table were conducted at an acceleration field of 80 g to investigate the seismic response of piles attached with different tip mass and embedded in liquefied or non-liquefied deposits during shaking. It was found that the maximum bending moment of pile occurs at the depth of 4 m and 5 m for dry sand and saturated sand models, respectively. The more tip mass leads to the more lateral displacement of pile head and the more residual bending moment.

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

Centrifuge modeling of dynamic response of high fill slope by using generalized scaling law

2019 ◽  
Vol 260 ◽  
pp. 105213 ◽  
Author(s):  
Yan-Guo Zhou ◽  
Di Meng ◽  
Qiang Ma ◽  
Bo Huang ◽  
Dao-Sheng Ling ◽  
...  
Keyword(s):  
Dynamic Response ◽  
Scaling Law ◽  
Centrifuge Modeling ◽  
Fill Slope
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