A review of the research progress on structural design methods of shallow buried underground subway stations in Beijing
LI Zhaoping1, SHI Leilei2
1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2. Beijing No.4 Municipal Construction Engineering Co., Ltd., Beijing 100176, China
Abstract: Due to the influence of urban characteristics, road traffic conditions, municipal pipelines and various buildings, the construction of metro station with shallow excavation method occupies an important proportion. Combined with the research results of the design of the metro station structure scheme in recent years, based on the risk control of subway station structure and surrounding environment,this paper introduced the research progress in calculation method of vertical soil pressure at the arch of metro station, control standard of surface subsidence, design of soil reinforcement, bearing capacity of initial support and key working conditions of structure etc.
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LI Zhaoping, SHI Leilei. A review of the research progress on structural design methods of shallow buried underground subway stations in Beijing. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(3): 14-21.
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2019, Vol. 1 
