Prestress Loss Law of Anchor Cables and Deformation Control for Metro Station Deep Foundation Pit in Soil-rock Composite Strata
[Objective] To control construction risks associated with deep metro station foundation pit in soil-rock composite strata, it is essential to analyze the stress characteristics of anchor cables and excavation-induced deformation during construction, formulate appropriate control measures accordingly...
Saved in:
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Language: | Chinese |
| Published: |
Urban Mass Transit Magazine Press
2025-06-01
|
| Series: | Chengshi guidao jiaotong yanjiu |
| Subjects: | |
| Online Access: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.20230632.html |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Be the first to leave a comment!