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A Study on Seismic Design of Subway Tunnel in Soft Clay

ZHEN Yong lai  
This paper deals with the calculation method for the design of subway tunnel in soft clay. Based on the typical section and geological condition of the subway tunnel in Shanghai, the earthquake responses for the 3 probability levels (2%, 10% and 63.2%) were calculated. After comparing the results with those from assumed earthquake load distribution, a criterion to determine the equivalent earthquake load distribution was put forward and a coefficient was suggested to revise the value of inner force, so that they can well coincide each other. It is helpful to establish a calculation method for the design of subway tunnel with simplified calculation process.
【Fund】: 上海市重点学科建设项目资助
【CateGory Index】: U452.28
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