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《Chinese Journal of Underground Space and Engineering》 2008-03
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Deformation Prediction and Risk Evaluation of the Existing Subway Station Structure with Above-Traversed Tunnel

TAO Lian-jin~1 TANG Si-hai~1 JIN Liang~1 (College of Civil and Architecture Engineering,Beijing University of Technology,Beijing 100022,China)  
Using the three-dimensional finite-difference program FLAC~(3D) to build a layer-structure model in the construction period of the planned tunnel,the deformation of the existing subway station structure traversed above by the tunnel is predicted and this subway station has not been used yet.Using the program SAP2000 to build a lcad- structure model,the structure stress of the station is calculated before and during excavation,and then the calculated stress is compared with the capacity of the existing subway station structure which is calculated taking into account the material of the project,the dimension of the station structure,and the reinforcing steel used,with an attempt to eval- uate the safety of the existing structure.The approach may provide a new evaluation method for the existing under- ground structure caused by the construction of the over traversed tunnel.
【Fund】: 北京市自然科学基金(编号:8062007);; 国家“十一五”科技支撑计划资助
【CateGory Index】: U456.3
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