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《Journal of Railway Science and Engineering》 2014-02
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Analysis of ground surface settlement due to pipe jacking of super-large cross sections

WANG Jian;DENG Zongwei;School of Civil Engineering,Hunan City University;  
It is of great practical significance to take in- depth research on ground subsidence induced by tunnel excavation. Based on the stochastic medium theory and the background of a pipe jacking with super- large cross section,monitoring data of a test section was employed for back analysis,from which ΔA,convergency value of a tunnel section,and tanβ,where β describes the stratum condition,were derived. Then the optimum convergence mode of settlement suitable to the practical engineering was obtained by comparing the surface subsidence value of three convergence modes,i. e.,uniform convergence mode,non- uniform convergence mode and Peck formula,and on this basis,it can be used to predict the surface deformation after passing through the layers. Meanwhile,further quantitative analysis was employed to explore the multi- influence factors of the surface displacement under tunnel excavations,and the results have some theoretical value for simular engineering.
【Fund】: 益阳市科技计划指导性项目(2010JZ23);; 湖南省科技计划项目(2011FJ3255 2013GK3086)
【CateGory Index】: U456.3
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