Evaluation of seismic mechanical response of tunnel linings using shaking table tests and numerical analyses

2021 ◽  
Vol 147 ◽  
pp. 106793
Author(s):  
Mohammad Hassan Baziar ◽  
Roohollah Dehghani
2015 ◽  
Vol 71 (2) ◽  
pp. I_1101-I_1106
Author(s):  
Takaaki KOBAYASHI ◽  
Shinji SASSA ◽  
Keita WATANABE ◽  
Hiroyuki YAMAZAKI

2018 ◽  
Vol 47 (9) ◽  
pp. 1882-1904 ◽  
Author(s):  
Xilin Lu ◽  
Cong Chen ◽  
Huanjun Jiang ◽  
Shanshan Wang

2021 ◽  
Vol 11 (4) ◽  
pp. 1875
Author(s):  
Yong Jin ◽  
Hoyeon Kim ◽  
Daehyeon Kim ◽  
Yonghee Lee ◽  
Haksung Kim

In order to verify the reliability of numerical analysis, a series of 1 g shaking table tests for flat ground and slope were conducted using a laminar shear box subjected to different seismic waves. Firstly, numerical analyses, using the DEEPSOIL and ABAQUS software, were done to compare the results of flat ground experiments. After that, finite element analyses with ABAQUS were conducted to compare the results of slope experiments. For numerical analyses, considering the influence of the boundary, the concept of adjusted elastic modulus was proposed to improve the simulation results. Based on the analyses, it is found that in terms of acceleration-time history and spectral acceleration, the numerical analysis results are in good agreement with the experiment results. This implies that numerical analysis can capture the dynamic behavior of soil under 1 g shaking table test conditions.


2017 ◽  
Vol 15 (11) ◽  
pp. 4939-4961 ◽  
Author(s):  
Angelo Gaetani ◽  
Paulo B. Lourenço ◽  
Giorgio Monti ◽  
Monica Moroni

2021 ◽  
Vol 146 ◽  
pp. 106675
Author(s):  
Anastasios Tsiavos ◽  
Anastasios Sextos ◽  
Andreas Stavridis ◽  
Matt Dietz ◽  
Luiza Dihoru ◽  
...  

2021 ◽  
Vol 242 ◽  
pp. 112517
Author(s):  
Hanyun Zhang ◽  
Cai Jiang ◽  
Shuming Liu ◽  
Liaojun Zhang ◽  
Chen Wang ◽  
...  

2021 ◽  
Vol 109 ◽  
pp. 103775
Author(s):  
Xuanming Ding ◽  
Yanling Zhang ◽  
Qi Wu ◽  
Zhixiong Chen ◽  
Chenglong Wang

Author(s):  
Chiara Pepi ◽  
Nicola Cavalagli ◽  
Vittorio Gusella ◽  
Massimiliano Gioffrè

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