Optimization of Construction Parameters and Deformation Characteristics of Large-Section Loess Tunnel: A Case Study from Xi’an Metro
Loess geological tunnels are characterized by weak geological structure and poor self-stability of surrounding rock, so effectively controlling the excavation face distances of different caverns is of great significance for guiding the safe construction of large-section tunnels. Based on the excavat...
Saved in:
Main Authors: | Mingji Zhao, Yun Cheng, Zhanping Song, Tong Wang, Yuwei Zhang, Baichao Liulian |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6639089 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Corrigendum to “Tunnelling-Induced Settlement and Treatment Techniques for a Loess Metro in Xi’an”
by: Heng Li, et al.
Published: (2021-01-01) -
Study on the Loess Immersion Test of Metro Line 2 in Xi’an, Shaanxi Province, China
by: Yuanjun Xu, et al.
Published: (2021-01-01) -
Influential Factor Analysis and Prediction on Initial Metro Network Ridership in Xi’an, China
by: Tao Lyu, et al.
Published: (2022-01-01) -
Modeling of Loess Soaking Induced Impacts on a Metro Tunnel Using a Water Soaking System in Centrifuge
by: Yuwei Zhang, et al.
Published: (2019-01-01) -
Stability Analysis of TBM Tunnel Undercrossing Existing High-Speed Railway Tunnel: A Case Study from Yangtaishan Tunnel of Shenzhen Metro Line 6
by: Mingji Zhao, et al.
Published: (2021-01-01)