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《Sichuan Building Science》 2009-03
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Analysis on behavior of ring beam retaining structures of deep foundation pit

ZENG Lüxian1,2,PAN Hong2,XIAO Sixi1(1.Department of Civil Engineering,Hunan Institute of Science and Technology,Yueyang 414006,China;2.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China)  
Ring beam retaining structures including piles,top beams,ring beams,bracings and bottom shore possess obvious spatial character.Because the behavior of internal force and deformation of ring beam retaining structures is very complex and also the base of applying the structures on engineering,the structure was analysed as a whole space system with pile and ring beam bearing water pressure,soil pressure and ground load.The influences of some factors which affecting the behavior of ring beam retaining structure were analysed by a typical 3-D model,including the flexural rigidity of ring beam,the stiffness of top beam and the depth of horizontal bracing system.The conclusions are valuable in theory and practice.
【Fund】: 湖南省教育厅科研基金项目(06C382)
【CateGory Index】: TU753
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