Shaking-table tests and numerical simulations on a subway structure in soft soil

2015 ◽  
Vol 76 ◽  
pp. 13-28 ◽  
Author(s):  
Chen Guoxing ◽  
Chen Su ◽  
Zuo Xi ◽  
Du Xiuli ◽  
QI Chengzhi ◽  
...  

2019 ◽  
Vol 179 ◽  
pp. 79-91 ◽  
Author(s):  
Haiyang Zhuang ◽  
Jisai Fu ◽  
Xu Yu ◽  
Su Chen ◽  
Xiaohui Cai






2013 ◽  
Vol 59 (4) ◽  
pp. 509-521 ◽  
Author(s):  
A. Sawicki ◽  
W. Świdziński

AbstractThis paper presents numerical simulations of the behavior of a sandy layer subjected to a cyclic horizontal acceleration in shaking table tests, with a particular attention focused on the settlements of a dry sand layer, and on the liquefaction of saturated sand. A compaction/liquefaction model (C/L) is applied to these simulations. The influence of specific parameters of the model on the compaction and liquefaction of a sandy layer is shown and discussed. The results of simulations are compared with selected experimental data.



2017 ◽  
Vol 73 (2) ◽  
pp. I_181-I_187
Author(s):  
Toshikazu IKEMOTO ◽  
Masakatsu MIYAJIMA ◽  
Takao HASHIMOTO ◽  
Susumu NAKAJIMA ◽  
Torajiro FUJIWARA ◽  
...  


2008 ◽  
Vol 12 (6) ◽  
pp. 849-878 ◽  
Author(s):  
Nicolae Ile ◽  
Xuan-Huy Nguyen ◽  
Panagiotis Kotronis ◽  
Jacky Mazars ◽  
Jean Marie Reynouard




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