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《Chinese Journal of Underground Space and Engineering》 2008-01
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Analysis and Evaluation of Ground Vibration Response Induced by Rapid Rail Transit

CHEN Guo-xing,CHEN Bin,SU Xiao-mei, LIU Xue-zhu(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China)  
With the high-speed development of the urban rapid rail transit,the environmental vibration problem induced by urban rapid rail transit has attracted attentions of the scholars and the society.Based on ABAQUS finite-element software,with the track irregularity theory the train vibration load is simulated.The soil dynamic visco-elasto-plastic constitutive model based on Davidenkov model is used to describe the dynamic character of the soil.The characters of ground vibration induced by the rapid rail transit are analyzed by taking a Nanjing representative site as the research object.The ground surface vibration responses at different sites and different train speeds are also obtained.The ground surface acceleration vibration level is used to describe the intensity of ground surface vibration.The intensity of the ground surface vibration is evaluated and analyzed to give basic information to the further research and control of the ground surface vibration induced by rapid rail transit.
【Fund】: 江苏省六大人才高峰资助计划(06-F-008);; 江苏省自然科学基金重点项目(BK2006702)
【CateGory Index】: U239.5;U211.3
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