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《Chinese Journal of Underground Space and Engineering》 2013-03
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Research on Optimized Tunnel Cavity Reinforcement Scheme Considering the Earthquake Action

Deng Tao1,Zhang Shiling1,2,Yao Jinmei1,2,Huang Ming1(1.College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;2.The Engineering Technical College of Chengdu University of Technology,Leshan,Sichuan 614000,China)  
Based on the damage treatment project of Longmen Tunnel at the Fujian provincial highway 206,the anti-seismic stability of Longmen tunnel with different reinforcement methods to deal with the cavity behind the lining was analyzed by FLAC3Dsoftware,and the effect of all kinds of anti-seismic hardening methods was studied quantitatively.The results show that,the backfill grouting consolidation can reduce the acceleration response of tunnel lining and principal tensile stress,improve the distribution of stress and bending moment of internal lining,the maximum principal stress spectrum characteristics of surrounding rock can be changed with adding anchor and cover arch.The effect of earthquake resistance using the combined reinforcement method of backfill grouting,rock bolt and reinforced concrete arch is optimal in this project.The results are useful for the anti-seismic strengthening of underground projects in high-intensity earthquake areas.
【Fund】: 福州大学校人才基金项目(No.022356);; 福建省自然科学基金(No.2012J05090)
【CateGory Index】: U457.3
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