Dynamic response of large-section inclined shallow-buried pipe tunnel under train loads
To ensure the normal passage of an ascending road during the construction of a pipe-jacking tunnel, trains generally run at low speeds during the construction phase and adopt normal speeds later. Using Jingjiu Road, Xi’an, China, as an engineering case, this study evaluated and predicted the dynamic...
Main Authors: | Guo-Jing Cui, Jiang-Sheng Xie, Yin-hao Sun, Xiao-xu Tian, Chen Meng |
---|---|
Format: | Article |
Language: | English |
Published: |
Frontiers Media S.A.
2023-07-01
|
Series: | Frontiers in Earth Science |
Subjects: | |
Online Access: | https://www.frontiersin.org/articles/10.3389/feart.2023.1227753/full |
Similar Items
-
Investigation of Quantitative Evaluation Method and Engineering Application of Shallow Buried Tunnel Face Stability
by: Guan-Nan Zhou, et al.
Published: (2022-06-01) -
Characteristics of shallow buried karst and its safety distance to tunnel in wuxi city, China
by: Shulan Guo, et al.
Published: (2024-01-01) -
The influence of shallow buried double-line parallel rectangular pipe jacking construction on ground settlement deformation
by: Shiju Ma, et al.
Published: (2021-02-01) -
Prediction for the surface settlement of double-track subway tunnels for shallow buried loess based on peck formula
by: Shuangyuan Wang, et al.
Published: (2023-06-01) -
A Field Study on the Freezing Characteristics of Freeze-Sealing Pipe Roof Used in Ultra-Shallow Buried Tunnel
by: Xiangdong Hu, et al.
Published: (2019-04-01)