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《Chinese Journal of Underground Space and Engineering》 2013-05
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Analysis of Seismic Response for Shallow Embedded Tunnel with Large Cross-section by Static-Dynamic Analysis Method

Gao Feng;Zhao Fengbing;School of Civil Engineering and Architecture,Chongqing Jiaotong University;  
Based on a shallow embedded metro station structure excavated with undermining method,its construction process was firstly simulated with load releasing method of finite element,then its dynamic response under seismic load was calculated with dynamic finite element method,to which the static-dynamic analysis method of underground structure was applied.The results indicated that while the metro station was constructed with the first-archthen-sidewall construction method,its biggest stress was in the first lining area of the arch feet on the left side of the upper step,namely the firstly excavated side.Its biggest value of dynamic response peaks in the displacement,velocity and acceleration curves was at the top of the sidewall or in the nearby area.The maximum of the first principal stress peaks and the minimum of the third principal stress peaks were in the arch side area and the bottom area of the sidewall,separately.The high stress areas appeared in different parts of the metro station structure in the static analysis and the dynamic analysis.Therefore,these parts of the structure should be reinforced separately in the anti-seismic design.
【Fund】: 国家自然基金资助项目(51178490);; 山区桥梁与隧道工程国家重点实验室培育基地(重庆交通大学)开放基金项目(CQSLBF-Y12-2);; 中铁二院科研基金项目(2009-55)
【CateGory Index】: U452.28
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