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《Chinese Journal of Underground Space and Engineering》 2012-03
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The Influence Analysis of Box Culvert Jacking on the Inner Force and Deflection of the Retaining Structure of Working Pit

Wang Feiqiu1,2,Lou Xiaoming2,Huang Jiangfeng2(1.Road and Bridge Branch of China Railway 24th Bureau Group Co.Ltd,Shanghai 200070,China;2.Tongji University Department of Underground Engineering and Construction,Shanghai 200092,China)  
The construction of Box-Shape-Bridge crossing below the city railway in general takes use of jacking construction method.During the jacking procedure,the force generated by the jacking normally distorts the foundation ditch.Since integral concreting of back beam and slide plate,the jacking force acting on the retaining structure through back beam is indefinite.It is not clear the value of additional inner forces and deformation and how to take this into account in design.It is very important in engineering to carry out relative research.Analyzing internal forces and deformation of retaining structure in the whole process of excavation and box culvert jacking,and monitoring the horizontal displacement of retaining structure and back beam while constructing,the knowledge about the sharing ratio of jacking force acting on the retaining structure and the influence of box culvert jacking on the inner force and deflection of working pit,can provide a reference for improving the design of working pit for box culvert jacking.
【CateGory Index】: U449.5
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【Co-citations】
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1 ZENG Lü-xian~(1,2),PAN Hong~2(1.Hunan Institute of Science and Technology,Yueyang 414006,China;2.China South China University of Technology,Guangzhou 510640,China);Application of ANSYS in the ring beam retaining structure of deep foundation pit[J];Sichuan Building Science;2006-04
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