Displacement Characteristics of Shallow-Buried Large-Section Loess Tunnel with Different Types of Pre-Supports: A Case Study of New Badaling Tunnel
Three-bench seven-step excavation method (TSEM) has been widely used in large-section loess tunnels for high-speed railway in China. As the most commonly applied pre-supports, pipe roofs and leading ductules are broadly used in the ground reinforcement of loess tunnels. Their application is to ensur...
Main Authors: | Daoping Liu, Dingli Zhang, Qian Fang, Zhenyu Sun, Liqiang Cao, Ao Li |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2019-12-01
|
Series: | Applied Sciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3417/10/1/195 |
Similar Items
-
Experimental Research on the Settlement Feature of Two Ground Deformation Modes Induced by Tunnelling
by: Qingtao Lin, et al.
Published: (2023-05-01) -
COMPARISON OF ACTUAL GROUND SETTLEMENTS IN TUNNELLING EXCAVATION TO MODEL PREDICTIONS
by: Alexandra Saplachidi, et al.
Published: (2018-02-01) -
Analytical Prediction of Strip Foundation Building Response to Shallow Tunneling Considering the Tunneling Process
by: Lin Yu, et al.
Published: (2022-05-01) -
Numerical Parametric Study of Countermeasures to Alleviate the Tunnel Excavation Effects on an Existing Tunnel in a Shallow-Buried Environment near a Slope
by: Ziyong He, et al.
Published: (2020-01-01) -
Analytical solutions of ground settlement induced by yaw in a space curved shield tunnel
by: Jiannan Xie, et al.
Published: (2023-12-01)