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Seismic Response Analysis for Tunnel Crossing Fault Under Excitation of Traveling Waves

ZHANG Guang-yang1,LI Xu-sheng2,GAO Bo2,SHEN Yu-sheng2(1.Sichuan Ya-Xi Expressway Co.,Ltd.,Changdu 610041,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)  
Based on soil-structure dynamic interaction model with elastic-plastic characteristics of materials taken into consideration,a three-dimensional numerical analysis by adopting time domain integration algorithm is applied to study the seismic responses of a tunnel crossing the fault under the action of traveling waves.Results indicate that horizontal displacement,vertical displacement and maximum principal stress are significantly increased in the area affected by faults;with the increase of the width of the fault,its horizontal and vertical displacement are larger and the scope of its influence is larger,while the maximum principal stress did not change significantly.
【Fund】: 国家自然科学基金科学部主任基金项目 项目编号50848020
【CateGory Index】: U451
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