A Precise Analysis of the Behavior of Pit Side Tunnels Caused by Deep Excavation
As urbanization gathers pace, projects involving adjacent subway tunnels are increasing, thereby amplifying the need for robust tunnel protection measures. Currently, there exists a notable lack of precise analyses on the three-dimensional (3D) deformation laws and mechanisms of tunnels affected by...
Saved in:
Main Authors: | Huasheng Sun, Yuexin Zhao, Yadong Chen, Jiahui Li |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2024-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2024/5573986 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Multiple Disturbances of Existing Tunnels Caused by Deep Excavation and New Shield Tunnel
by: Haoran Li, et al.
Published: (2023-01-01) -
Study on the Effect of Foundation Pit Excavation on the Deformation of Adjacent Shield Tunnel
by: Cirong Lu, et al.
Published: (2022-01-01) -
Displacement Monitoring during the Excavation and Support of Deep Foundation Pit in Complex Environment
by: Zhouqiang Li
Published: (2021-01-01) -
Analysis on Deformation and Stress Characteristics of a Multibraced Pit-in-Pit Excavation in a Subway Transfer Station
by: Xin Shi, et al.
Published: (2020-01-01) -
Numerical Simulation of Soil Displacement and Settlement in Deep Foundation Pit Excavations Near Water
by: Zhongjing Hu, et al.
Published: (2021-01-01)