Assessment of tunnel face stability subjected to an adjacent tunnel

Assessment of tunnel face stability subjected to an adjacent tunnel

This paper conducts a reliability assessment of the tunnel face stability induced by an adjacent tunnel under incomplete information. The evaluation indicator in this study is the limit support pressure (LSP) for the tunnel excavation face, which is first determined through a detailed finite element...

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Bibliographic Details
Main Authors: Feng, Liuyang, Zhang, Limao
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Engineering::Civil engineering
Limit Support Pressure
Copula Function
Online Access:https://hdl.handle.net/10356/161119
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Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/161119

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