Evaluation of underground tunnel response to reverse fault rupture using numerical approach
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- 作者：Mohammad Hassan Baziara ; Baziar@iust.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Ali Nabizadehb ; Nabizadeh@iust.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Ronak Mehrabic ; Ronak_mehrabi@civileng.iust.ac.ir" class="auth_mail" title="E-mail the corresponding author ; Chung Jung Leed ; Cjleeciv@ncu.edu.tw" class="auth_mail" title="E-mail the corresponding author ; Wen Yi Hungd ; Wyhung@ncu.edu.tw" class="auth_mail" title="E-mail the corresponding author
- 关键词：Earthquake fault rupture ; Tunnel ; Numerical modeling ; Centrifuge modeling
- 刊名：Soil Dynamics and Earthquake Engineering
- 出版年：2016
- 出版时间：April 2016
- 年：2016
- 卷：83
- 期：Complete
- 页码：1-17
- 全文大小：7743 K
文摘
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A finite−element methodology was used to simulate the fault−tunnel interaction.
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With increasing the burial depth of tunnel, the larger shear zone develops.
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The soil properties are influential in determining the fault rupture paths.
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The interaction mechanism should be taken into account in design of tunnels.