Study on Anti-Heave Stability and Deformation Characteristics of Narrow Foundation Pits in Ningbo Metro
[Objective] Compared with wide foundation pits, the stress and displacement field changes of the soil at pit bottom and outside caused by narrow foundation pit excavation are smaller. The relevant calculation methods specified in current specifications rarely consider the influence of the foundation...
Saved in:
| Main Authors: | YAO Renxing, QIU Haolei, AN Ran, CHENG Yichong, GONG Dikuai |
|---|---|
| Format: | Article |
| Language: | zho |
| Published: |
Urban Mass Transit Magazine Press
2025-04-01
|
| Series: | Chengshi guidao jiaotong yanjiu |
| Subjects: | |
| Online Access: | https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.2025.04.038.html |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Inversion Study of Hydrogeological Parameters for Metro Foundation Pit Confined Aquifiers Based on Surrogate Modeling
by: YE Ru, et al.
Published: (2025-07-01) -
Metro Foundation Pit Deformation Prediction Method Based on CNN-GRU Neural Network under Incomplete Data Condition
by: ZHOU Yi, et al.
Published: (2025-06-01) -
Impact Numerical Simulation of Steel Sheet Pile Foundation Pit Excavation on Underlying Metro Tunnels
by: HAN Yufeng, et al.
Published: (2025-07-01) -
Prestress Loss Law of Anchor Cables and Deformation Control for Metro Station Deep Foundation Pit in Soil-rock Composite Strata
by: SUN Chao, et al.
Published: (2025-06-01) -
Numerical Analysis of Diaphragm Wall Deformation and Surface Settlement Caused by Dewatering and Excavation at Center and End Positions in a Subway Foundation Pit
by: Kaifang Yang, et al.
Published: (2025-08-01)