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...
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| Автори: | , , , , , , |
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| Формат: | Artigo |
| Мова: | Chinês |
| Опубліковано: |
Urban Mass Transit Magazine Press
2025-06-01
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| Серія: | Chengshi guidao jiaotong yanjiu |
| Предмети: | |
| Онлайн доступ: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.20230632.html |
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