A new construction method for a metro station in Beijing
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference2 articles.
Cited by 23 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. The influence of existing piles on station settlement during the construction of a tunnel undercrossing under existing stations;Scientific Reports;2024-06-18
2. Impact of Pile–Beam–Arch Tunnel Enlargement Method on Ground Movements and Building Damage;Geotechnical and Geological Engineering;2023-10-21
3. A Segmental Support Method for the Passage of TBMs Through Excavated Metro Stations;Geotechnical and Geological Engineering;2023-06-16
4. Study on the Mechanical Characteristics and Ground Surface Settlement Influence of the Rise–Span Ratio of the Pile–Beam–Arch Method;Applied Sciences;2023-05-05
5. Influence of the Large-Span Pile-Beam-Arch Construction Method on the Surface Deformation of a Metro Station in the Silty Clay–Pebble Composite Stratum;Materials;2023-04-06
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