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...
Uloženo v:
| Hlavní autoři: | , , , , , , |
|---|---|
| Médium: | Artigo |
| Jazyk: | Chinês |
| Vydáno: |
Urban Mass Transit Magazine Press
2025-06-01
|
| Edice: | Chengshi guidao jiaotong yanjiu |
| Témata: | |
| On-line přístup: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.20230632.html |
| Tagy: |
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
|