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《Chinese Journal of Underground Space and Engineering》 2011-01
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Analysis for Effect of Uplift-Pile Major on Major Structure of Tunnel

Hu Yunhua1,Guo Xiaohong1,Qin Zhenggang2 (1.CCCC Second Highway Consultants Co.,Ltd.,Wuhan 430056;2.Guangzhou Metro Design & Research Co.,Ltd.,Guangzhou 510010)  
Taking the anti-floating design of the typical open excavation section of the crossing river underwater tunnel in Nanjing Weisan Road as the engineering background,the 3D plate and shell-spring finite element model of the major structure of tunnel considering uplift piles effect is established and the calculation principle,parameters choice,load determining are analyzed,On this basis,by preliminary discussion of the uplift pile effect,taking the uplift pile as equivalent to large-stiffness nonlinearity spring to reflect the bearing constraint effect to the major structure.At last,by the calculation analysis,the reflection of the uplift pile to the force and deformation characteristics and the axial force distribution of the uplift pile are studied.
【CateGory Index】: TU473.1;U451
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【Co-references】
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