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《Chinese Journal of Underground Space and Engineering》 2013-03
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Study on the Deformation of Subway station in Layered Soil under earthquake

Pan Dongxu1,Tao Lianjin1,Liu Lu1,Zhang Bo2,Wang Wenpei3(1.Institute of Geotechnical and Underground Engineering,Beijing University of Technology,Beijing 100124,China; 2.Beijing Urban Construction Exploration & Surveying Design Research Institute Co.Ltd,Beijing 100101, China;3.China Geological Environmental Monitoring Institute,Beijing 100081,China)  
By using finite difference numerical analysis software FLAC,by simplifying the model and soil information,to input the Tangshan earthquake-Beijing hotel measuring point at north-south direction earthquake in dynamic time course the deformation of the subway station in layered soil is studied;simultaneously,the deformation calculation results are put into the SAP model to calculate the structural internal force.Taking a station of Beijing subway line 16 for example,the numerical simulations analysis of earthquake response was carried out.Studies show that the structure side wall deformation in homogeneous soil is obviously greater than that in double soil,and the sidewall deformation curve slope is significantly different in different soil layers.The structure sidewall displacement increases linearly with the interface depth when the hard and soft soil interface moves from roof to the floor.Hard and soft soil interface is located below the floor that is the station structure in the same soil layer,structure sidewall displacement is reduced with the increase of the distance from the hard and soft interface.
【Fund】: 国家自然科学基金项目(No.41272337 No.51038009);; 北京市自然科学基金重点项目(No.8111001)
【CateGory Index】: U231.4;P315.9
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