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《Special Structures》 2006-02
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Structural Analysis and Model Test of Shield Tunnel in Soft Soil under Locally Even Load

Yu Zhankui Huang Hongwei Lou Yu Ye Zhengqiang Xu Ling Li Wenting (1. College of Civil Engineering, Shanghai Normal University, 201418;2. Department of Geotchnical Engineering, Tongji University, Shanghai 200092;3. China Electronics Engineering Design Institute, Beijing 100840)  
The analytic solutions of the displacement, internal forces of shield tunnel and ground reaction of the shield tunnel constructed in soft soil under the same locally uniformly distributed loud under which the simultaneous structure model test Was conducted was compared with the datum of the longitudinal simultaneous model test of 50 rings of the shield tunnel with nonstaggering installation pattern, especially the displacements and ground reactions. The results show that the values of calculation and results of the model test are different, but they are very similar. So the method of analyzing shield tunnel can be used to design the shield tunnel in longitude under any locally even load, and is one way to conquer such problems as the failure of tunnel structure and waterproofing of joints, which iscaused by the longitudinal deformation of shield tunnel.
【Fund】: 上海市教育委员会科学项目资助(项目编号04DC35);; 国家自然科学基金(项目编号50279032);; 上海市科委重大攻关项目(项目编号04DZ12019)
【CateGory Index】: U451
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